Relation of roughness parameters and tension softening diagram of concrete-to-concrete interface
|
|
- Ursula Austin
- 5 years ago
- Views:
Transcription
1 Fraur Mhani Cnr Cnr Sruur - An Durabiliy Mnirg rig Cnr Sruur- B. H. Oh al. (d) 2 Kra Cnr Iniu Sul ISBN la rughn parar n ng diagra nr--nr ra A. Sah K. Yaada S. Ihiyaa & T. Ha Akia Prural Univriy Yurihnj Akia apan ABSTACT: Thi papr labra rla rughn parar n ng diagra nr--nr ra. Spin ih igh yp plag j hr yp nlihi n r plyd r valua n ng diagra (TSD) lld by ura brva ligan ar raur. ughn parar r aurd hih lud axiu high n raurd ura (P) ih 3-dinal rughn analyzr. Th auhr alulad ky ar hih i rai raurd par xludg dahd par n ura dividd by al ligan ara. Th auhr aud n rughn parar a a rprnaiv high dl prpd a pull-u dl dl. Th dl dl an drib ipran ap hih appard TSD pin ih plag j. INTOODUCTION. Cnr--nr raial ura Evry nr ruur ha viably nr-nr raial ura uh a plag j ag addial nr r rpair rrn. In day hadg ard raal ruural dign nial nru r ar lag nd r akg nhann adh prran pibl hrugh pl undrg adh hani hih i a pi hi papr..2 Prviu udi Thr ar any liraur ha udid ay nhang rngh plag j xprinally bgng a vry arly da (Kkubu 95). Th n rul i pild r niug any rul r plag nr rrig xig nr ruur (AI 29). Thugh knldg abu praial ran r nr ra i prvailg undanal knldg abu bai hani nr--nr ra i lil. Th auhr hav bn ndug bai udi ra nr hially hanially (Sah al a 28b). On rul i ha axiu high raurd ura ha an ia rla ih raurd ara ura xludg dahd par (Sah.al. 28b). Th hani prdug rla i parabl n bn high ui xn ara una. A i knn r ar yp ura rughn parar aurabl ih auad quipn r han axiu high (IS B 6 2). lahip bn rughn parar hanial prran ra i n knn ar..3 Purp rarh Thi papr u n grag knldg ura rughn nr--nr raial ura ih hanial prpri ahivd by TSD (n ng diagra) plyg la analyi quipn. 2 EXPEIMENT 2. Spin Th auhr prpard igh yp pin ih varid yp plag j ad r dirn rughng r urd ih dirn ld n. Al hr yp nlihi pin ih a varid iz axiu aggrga r ad r a rrn. Tabl h aribu pin Tabl 2 ix prpr nr. Th nubr pin a hr r ah a hih hav a by a lngh 4. Ar 24 hur r a nr hal par ld j ura a rughnd a. Thn nr a a rad hal ld a d-
2 = D ( hfigur T ) h. Th pin r urd apid () r a 2ºC r 28 day ar al a nr. 5 dph nh a id a ThA prpraliy i D(hT) i nr alld pin br raur ughn. iur prabiliy i i a nnlar un rlaiv huidiy h praur T (Bažan Tabl. Aribu pin. & Najjar 972).Th iur a balan rquir ha varia i ar a pr uni vlu nr (ar nn ) b qual divrgn iur lux = (2) (3) hr / h i lp rp/drp ir (al alld iur apaiy). Th gvrng qua (EquaCa3)arard u b pld Ca prviuly by apprpria bundary iial ndi. Th. rla bn aun vaprabl Figur Typial dail pin (p) hd r prdug (b). ar pin rlaiv huidiy i alld adrp ir i aurd ih rag rlaiviy huidiy ng drp ir ppi 2.2 Tn diagra a. Nglg ir dirn (Xi al. 994) Fraur ughn a xudill ih llg rp ir b brvg ud ih ILEM 985). Lad rrn rnda bh rp (ILEM drp ndi. rakay uh png diplan By i hyri (CMOD) iur r aurd ladg. T ir uld nuuly b akn durg aun dirn anl dad igh pin ba rla vaprabl ar v rlaiv huidiy ua gd ardg pri aurn a unr b ud ign variaigh ad l a glud ah nd rlaiviy huidiy. Tha hap pin. rp Srv yprladg ud parar g highir HPC iquipn lunda by any pd rpn ih hlp d-bak y pially h ha lun xn ra quipn. hial ra urn dr pr TSD a lad-cmod urv ruur ahivd pr izr diribu (ar--n pin ih plyg uli-lar apprxiarai n hial pi SF nn hih a praur ardizdix by addiiv CI (CI urghd i hd 24). nrgy variu i nud nrgy an durg.). InFraur liraur rula b raur a ligan diplayd ara und drib rp ir a an nral nld y-axihvr TSD prn graph nr ih (Xi x-axi al. 994). hih i abbrviad a F. Th i n npapr i-pirial xpr prpd by g iial Mjrnll r hih i ia a nil rnghi Nrlg (997) adpd bau Prdg FraMCS-7 May Th ar nn an b xprd a u vaprabl ar (apillary ar ar vapr adrbd ar) nn-vaprabl (hially bund) ar n (Mill 966 Panazpul & Mill 995). I i ranabl au haprpr vaprabl ar i a un Tabl 2. Mix nr. rlaiv huidiy h dgr hydra dgr ilia u ra i.. =(h) = ag-dpndn rp/drp ir (Nrlg Mjnll 997). Undr hi aup by ubiug Equa Equa 2 n ba L=4 h h= Ligan & + & + (Tran Dh h) = &=5 + n h ura Nh xpliily r hn vlu hydra Wr iaun a rak idh lad b zr rarak idh). SF nn. Thi rp ir (riial rad 2.3 Obrva ih analyzg quipn Ar raur ughn raurd ara liga (h a ) = ( ) + n brvd d harar ra. (g )h a ba ir ura raurd ligan (4) rvd ih lar 3-D aurg ah a lv )h 2 dpi (g Figur l rval; K2µ µ. ( ) ra ypial xapl parar rughn IS B aurd 3-D daa hih a ardizd by 6 (IS B 6 2). Fr aurn hr hr lngh ir (Lr) ra(gl ir) rprn rrn (r 2µ rval) phyially (adrbd)ar nd r 5 (rbund µ rval) daa r prd ir) rprn apillary ar hr(apillary ndi hr u valu avar. Thi xpr i valid nly r l nn lngh (λ) ar Th rprnih aun SF. Thparar i valuad rughn r an abvar pr uni vluavlngh hld hr gl pra % nd ra av rlaivdu huidiy i a an xludd. b xprd high undula (Fig.(Nrlg 2) Th Mjrnll 997) a undula i lng av hih xd ra avlngh. auhr u a apl quar r (5) ( ) = k + k Th ah vg pin. vg Ar plau parg ura n i SEM (anng lrn irp) brva parar. apl afr plad kin ar arial hra kvgdn. vg addi dgi bn lid gla r. Quaniaiv axiu aun ar pr uni vlu ha an analyi Ca apillary Si r pr dn ihgl ug EPMA ill all pr (bh pr) n (Elrn prb a nanalyzr). ba an alula Kir K ( ) = g h g h (6) Th arial parar kvg kvg g an b alibrad by ig xprinal daa rlvan r (vaprabl) ar nn nr a variu ag (Di Luzi & Cuai 29b). Figur 2. Typial rughn parar ura. 2.2 Tpraur vlu 8.ha a arly ag hial ra N 7. aiad ih n hydra N-3 SF ra - ar 6. xri praur ild i -3 n unir FS r 5. nn-adiabai y vn i nvirnnal SP- an b praur i nan. Ha ndu dribd nr a la r praur n 3. xdg C (Bažan & Kaplan 996) by Furir 2. la hih rad ) a P M ( r r u l C q.. = λ T (7).8. hr q i.2 ha.4lux.6 T icrak ablu idh () praur λ i ha nduiviy; Figur 3. Tn ng diagra pin. hi
3 Tabl 3. Mhanial prpri pin. lund by ndi = D ( h T ) hran j. Th par raurd ligan r laiid iv yp hih Th ar r prpraliy (A) (E) i Tabl 4. D(hT) Typ (A) i la iur ura prabiliy dahd par i i lik a nnla ura pin-. rlaiv Typ huidiy (B) i h raial praur ran zn (ITZ) & Najjar n ura 972). Th aggrga. iur Typ a balan (C) i dahd par ha pin varia plag i j r ar a han pin-. Typ vlu (D) i nr raurd (ar ura nn xlud-g ITZ j pin divrgn (E) i iur ha nlihi lux b q n. Th daa Tabl 4 ar avrag valu aurd a µ rval ih lar 3-D aurg ah. = 3 ESULTS 3. uld hanial prpri Figur 3 Tabl 3 h ahivd TSD hanial prpri pin rpivly. Th ruld F ar rangg r.2n/ (pin ).5 N/ (pin ) ih a rrn rul.n/ r pin N. Cpriv rngh i 42.7 MPa. 3.2 ughn parar Th auhr laiid ura raurd ligan yp ar raur ughn. On i a raurd par r i a dahd par hih ar dribd blak par hi par Figur 4 rpivly. Th raurd par a hararizd by xpd aggrga r rugh par hr high i grar han.2. Figur 5 h diribu high n raurd ura a nr ligan hih r aurd a 2 µ rval ih lar 3-D aurg ah. Figur 6 rprn rlahip bn P hr i a rai raurd par xludg dahd par n ura dividd by al ligan ara P i axiu high n raurd ura ih aurd rg. Th graph ll ha r i a rrla bn P. W an al brv ha valu i dirn r ah r Th ar nn an b xprd a vaprabl ar (apillary a vapr adrbd ar) nn- (hially bund) ar n (Mil (a) Spin (b) Spin SP Panazpul & Mill 995). I i ra Figur 4. Sapl laiid ligan raurd par (blak) dahd au n (hi). ha vaprabl ar i a u rlaiv huidiy h dgr hydra dgr ilia u ra i.. = = ag-dpndn rp/drp (Nrlg Mjnll 997). Undr hi au by ubiug Equa N-3 Equai ba h = h h -3 SP- -3 & + & + Figur 5. Diribu high n raurd ura. hr / h i lp rp/ ) 8. ir (al alld iur apa ( gvrng qua (Equa N 3) u b P N95 6. by apprpria bundary iial ndii N236 Th rla bn aun ar rlaiv huidiy 4. E i alld ir i aurd ih rag huidiy drp SPir h 2. a. Nglg ir dirn PW (Xi al. llg rp ir ill b FS rrn bh rp drp..2 By.4.6 ay.8 i. hyri Figur 6. lahip ir bn uld P. b akn aun rla vaprabl ar v rlaiv hui b ud ardg ign varia Tabl 4. Faur rughn parar ypially laiid ura. rlaiviy huidiy. Th hap ir r HPC i lund by any p pially h ha lun xn hial ra urn dr ruur pr iz diribu (arrai n hial pi SF urg i hd praur ix.). In liraur variu rulai und drib rp ir nr (Xi al. 994). Hvr h papr i-pirial xpr pr Nrlg Mjrnll (997) i adpd b Prdg FraMCS-7 May
4 = In D ( Tabl h T ) 4 h n an naurally raliz ha () avrag high () n dahd par ((A) - (C)) i lr Th han prpraliy n n raurd i par D(hT) ((D) (E)). i alld I i rhy iur prabiliy n ha vn i i a a nnlar (A) hih un i ura rlaiv j huidiy ad h ih praur h gla T ld (Bažan i & nidrd Najjar 972). b Th al iur la a rughn balan rquir () i 6.3µ ha (rrn varia lngh i i.25). ar a pr uni vlu Th valu nr B/C r (ar nn z ) b abl qual i abu.5 divrgn ( a ha iur λ.25 lux.8) llg ha rughn i.5 i largr a (B) han n a (C) vn r a = dahd par. I ay ugg ha par (2) (B) hih i ITZ arund ar aggrga an nribu Th ar nn hanial an prran b xprd vn a highr u han par vaprabl (C). Thn ar dahd par (C) ay b (apillary ar ar r vapr han adrbd ITZ hr ar) ui nn-vaprabl adh ay hav (hially urrd. bund) ar n (Mill 966 Panazpul On r & h Mill i 995). par I i ranabl rughn parar au ha bh vaprabl raurd ar par (D) i a un (E) an rlaiv ha huidiy h z dgr ar al hydra a a valu dgr E/D ilia i al u ra. all a λ (r i.. = (h ).25 = ag-dpndn 2.5). Thi rp/drp a i ipran bau ir i i (Nrlg rlad Mjnll prviu 997). Undr udy (Sah hi aup. al. 28b) hih by ubiug ld ha raurd Equa par Equa ligan 2 nribud n ba raur nrgy (F) a a ra a nlihi n rgardl j yp. Inrg dg i ha hil z bh dahd h raurd par ar gg largr = & + & + & n (3) alng h ih λ h ndny grg ra ar dirn. I an ha grg ra ( all a λ) r dahd par i abu 2. hr / h i lp rp/drp hra n r raurd par i vr 5. uggg undula i dan a ir (al alld iur apaiy). Th gvrng qua (Equa 3) u b pld raurd by apprpria par pard bundary iial dahd ndi. par. Th rla bn aun vaprabl 3.3 ar Obrva rlaiv by huidiy SEM i EPMA alld adrp ir i aurd ih rag rlaiviy Figur 7(a) h SEM ph a apl r huidiy drp ir ppi pin-n hr n an brv a rugh ura a. any Nglg aggrga ir dirn hal-bddd (Xi al. 994) i. In a llg pin- rp (Fig. ir 7(b)) n ill an b ud brv ih h rrn bran bh rp aly ad drp Ca(OH) ndi. 2. By Figur ay 8 dpi i Ca/Si hyri ap hih iur auhr pd ir uld r analyzg b akn aun dirn dirn pha r rla niun vaprabl nr ar (Sah v rlaiv. al. huidiy 28a). u Th ap b ud h ardg hr lr ign rprng varia gradd a rlaiviy rai huidiy. Ca dividd Th by hap Si r rul rp quaniaiv ir r analyi HPC lund Ca by Si any ih parar EPMA. In pially ap gray h zn ha rprn lun CSH xn gl hr ra rai hial i bn ra. 3. blak urn zn dr rprn pr Ca(OH) 2 hr rai i vr 3. hi zn ruur pr iz diribu (ar--n rprn aggrga aly ni SiO 2 r priy rai hr n hial rai i bl pi.. SF nn urg In Figur i 8 hd an d praur pii diribu ix addiiv Ca(OH).). In 2. Th liraur dahd variu par rula pin-a - an ha b hik und blak drib layr ang rp ha ir n ar nral ad nr Ca(OH) (Xi 2. Fraurd al. 994). ura Hvr pin- prn ha n uh papr blak layr i-pirial hugh Ca/Si xpr i high arund prpd by aggrga Nrlg Mjrnll Figur (997) 8(). In i hi adpd ap al bau all i xpliily par an aun b aud r b vlu CSH gl bau hydra gray ra zn i abundan SF nn. llg Thi rp rughg. ir I rad an b aid ha Ca/Si ap rval ak layr Ca(OH)2 hih play a priary rl n rak pah. ( h ) = ( ) + ( g ) h ( g ) h K ( ) hr ir r (gl ir) rprn phyially (a) bund Fraurd (adrbd) ura ar pin-n nd r (apillary ir) rprn apillary ar. Thi xpr i valid nly r l nn SF. Th i rprn aun ar pr uni vlu hld gl pr a % rlaiv huidiy i an b xprd (Nrlg Mjrnll 997) a ( ) = k + k vg vg (4) (5) (b) Dahd ura pin- Figur hr 7. ksem Obrva n ura. vg k vg ar arial parar. Fr axiu aun ar pr uni vlu ha an ill all pr (bh apillary pr gl pr) n an alula K a n ba K ( ) = g h g h (6) (a) pin-a (b) pin- () pin- Figur Th 8. arial Ca/Si ap parar r id k vg ra. k vg g an b alibrad by ig xprinal daa rlvan r (vaprabl) ar nn nr a 4 variu DISCUSSION ag (Di Luzi & Cuai 29b) Inlun Tpraur vlu aggrga n raurd ura Th N auhr ha a prp arly ag a dl dpid hial Figur ra 9 hr aiad ih aggrga n ar hydra aud SF b ra phr h ar xri diar i l praur (l i liknd ild i ibr n unir lngh) bad r nn-adiabai n SEM y ph (Fig. vn 7(a)). i nvirnnal praur ivn r i i nan. h Ha layr ndu n an pa b arund dribd aggrga nr by a all a la r aggrga praur ar dld n xdg l a C a (Bažan rval. & Th Kaplan prj 996) lngh by Furir aggrga la hih i aud rad b l/4 hih i analgu avrag ibr lngh ibr rrn ry. q = λ Thn ar raur r appar a raurd T ura ha lk lik n dpid Figur 9. (7) Th r (D) Tabl 4 ll i abu 7 µ hr hn q λ i i 2.5 ha n lux T diar i ablu aggrga praur i alulad λ i b.39 ha nduiviy; i hi b 94µ bad n rlahip dpid Figur Prdg FraMCS-7 May
5 9. Thi rul (94µ) i diu valu z Tabl 4. Th a rlahip i brvd hn λ i.8 (hr i 22µ) iz aggrga i alulad b.2 i b 6µ hih ar n valu ih dl prdid Figur 9. Mrvr vn hn λ i.25 hih i vry all rg pard rdarily iagd aggrga iz ny dl i rgnizd; i.. a i 6µ aggrga iz i 4µ n i 8µ. Thugh an all aggrga (abu µ r allr) Figur 7 dl i n ih a ra rg.. Fr aggrga iz ix prpr ud udy nubr aggrga an b alulad. Th nubr aggrga a ra vlu hr n pi axiu iz aggrga (2) upi ar va (6p. r.6 23p. r.3 p. r.5 bl.5). Th nubr ar ralii r brva Figur 7 Figur 8. A ura rughn i dply rlad hanial prran (Sah. al. 28b) ipran vry all-izd aggrga huld b phaizd. On nrary a dahd par ITZ dpndny rughn n λ i n lar. Fr xapl (A) (C) Tabl 4 i allr hn λ i 2.5 han hn λ i.25. Th alulad aggrga iz i 4µ r allr n dahd ura bad n a dl dpid Figur 9. Th all aggrga ay n b aggrga bu kd ixur Ca(OH) 2 aggrga r brva Figur 8(b). Figur 9. Mdl r drg rla bn aggrga iz rughn parar. 4.2 Pull-u dl dl Th abv nd dl an b aily vlvd nil dl dl hih auhr prpd liraur (Sah. al. 29). In hi dl xrag r aga rak prpaga ar rakg i nly ad by any iz aggrga. Th aggrga a a dl hih hav dirn lngh. Br rakg nil rngh ra i drd by rai pi Ca(OH) 2 CSH. (Fig. 8) In Figur a hr ibr (dl) i a dl a givn iz aggrga. Aug ha xrag r = D ( dl h T ) ll h ibr rrn ry hih Naaan prpd (Naaan 989) llg Equa Th prpraliy ar lad. Th i Naaan D(hT) Mdl drib iur a rlahip prabiliy bn xrag i i a nnla r xrad diplan rlaiv huidiy r l h ibr praur a ll. & Najjar 972). Th iur a balan ha varia i ar a 2λl ax vlu ( ) nr (ar nn ) b q P = () 2λl λl λ ( V)( divrgn + ) + 2V iur lux λ l Pξ ( ) = = (2) λl λ ( + ) Th ar nn an b xprd a hr P i axiu vaprabl xrag ar r (apillary i a diplan vapr a P V i adrbd rai ar) ara ibr nn- dividd by al (hially ara ax i bund) harg ar r n (Mil pr lngh upprd Panazpul by a dl & Mill ( 995). uliplid I i ra valu τ ax (raial au harg ha r) vaprabl irurn lngh ψ) rlaiv l i huidiy bddd h dgr lngh. Th hydra ar i a u nan λ i drd dgr by ilia xrag u ra rigidiy k i.. = hih i harg = ag-dpndn r pr uni diplan. rp/drp Th Equa () (Nrlg (2) Mjnll ar 997). rul Undr r a gl ibr. Thn by xrag ubiug r Equa r ulipl i- Equai hi au br i dribd ba qua (3). = (3) P A N ( l ) P ( l ) l h h = h hr P(l) i P r givn lngh l N(l) i nubr hr ibr givn / h i lngh lp l. rp/ Th nubr ir dl i (al lkd alld ha iur aggrga hi dl. gvrng Thn i qua vlu (Equa aggrga 3) u b apa ah iz i by a apprpria N(l) i bundary prpral iial ndii valu l -3. Naurally P(l) Th rla i r bn ara aun ibr hih i ar prpral rlaiv huidiy valu l 2. Thn i alld ally P A i prpral ir i valu aurd l -. ih rag Figur 2(a) h huidiy lad-diplan drp ir rlahip dl a. h Nglg lngh ir i l dirn r 2l bad (Xi al. h n abv nd dl. llg In rp igur PMA ir rpr-iln rngh rrn ak arix bh rp PMB i drp b rngh rng By arix. ay A i i diud hyri pr-viu udy (Sah ir al. 29) uld hih b akn i diplayd aun Figur rngh rla vaprabl ra ar v dph rlaiv hui FPZ hav l rlahip. b ud ardg I dph ign FPZ varia arix (A) i hall rlaiviy dph huidiy. raurd Th hap arix nd b hall ir hih r HPC hr i dl lund ar by -anludd. On nrary pially i h dph ha lun FPZ arix xn p (B) i dp dph hial raurd ra arix nd urn b dr dp hih lng ruur dl ar pr ludd. iz diribu Thi dl (arrai rphlgial n aur hial TSD pi a i SF larly h dpid Figur urg 2(b). i Mrvr hd praur dp FPZ ix nd raur id.). rg In liraur arix hih variu ak rulai raur ura und id n drib akg rp larg. ir Th dl al nr xpr (Xi ran al. 994). hy Hvr i rlad nil rngh papr i-pirial TSD. Th ran xpr r i pr h i a ll. Tnil Nrlg rngh Mjrnll (997) i u i adpd b & + & + Prdg FraMCS-7 May
6 = D ( h T )arix h rngh xra r dl.() A a i bh rngh arix lngh dl ar rlad i a diud Th prpraliy D(hT) i abv. alld Thn i rlad nil rngh. iur prabiliy i i a nnlar un rlaiv huidiy h praur T (Bažan & Najjar 972). Th iur a balan rquir ha varia i ar a pr uni vlu nr (ar nn ) b qual divrgn iur lux =. Mdld dl r aggrga. Figur h = h h & + & + &n (2) (3) hr / h i lp rp/drp ir (al alld iur apaiy). Th gvrng qua (Equa 3) u b pld by (a) apprpria bundary iial ndi. Tnil r arix xra dl Th rla bn aunr vaprabl ar rlaiv huidiy i alld adrp ir i aurd ih rag rlaiviy huidiy drp ir ppi a. Nglg ir dirn (Xi al. 994) llg rp ir ill b ud ih rrn bh rp drp ndi. By ay i hyri iur ir uld b akn aun dirn rla vaprabl ar v rlaiv huidiy u b ud ardg ign varia rlaiviy (b)huidiy. Th hap dl rp Cbd r arix Figur 2. lahip bn TSD dl ir r HPC i lund by any dl. parar pially h ha lun xn ra Th dl al drib ran hy aggrhial ra urn dr pr ga lun Wriz diribu TSD. Th ran r i i a ruur pr (ar--n ll. Th rng ra hih ha high rarai n hial pi SF nn ur id rg hr lng dl (larg agurg i hd praur ix addiiv grga) larg riial.). In ar ludd liraur hih variulad rula an b idh TSDhra ra hih und Wr drib rpak ir nral ha l raur narr rg hr hr nr (Xi al. 994). Hvr prn dl (all aggrga) ar ludd hih lad papr i-pirial xpr prpd by all Wr. S rng ra brg bh high i Nrlg Mjrnll (997) i adpd bau Prdg FraMCS-7 May rughn parar (hrlahip ) = ( ) + Th bn hanial prpri (g i)h dpid rughn parar raur ura (4) Figur 3(a)-(). (gwr )P h Figur Th rlahip bn ( ) K iz hih 3(a) rl axiu aggrga Th ar nn an b xprd a u vaprabl ar (apillary ar ar vapr adrbd ar) nn-vaprabl (hially bund) ar n (Mill 966 Panazpul & Mill 995). I i ranabl au ha vaprabl ar i a un rlaiv huidiy h dgr hydra dgr ilia u ra i.. =(h) Figur. Fraur rg rp/drp dph lund by ir rngh = ra ag-dpndn prpry: ak ra (l piur) (Nrlg Mjnll 997). Undr hi auprng n (righ piur). by ubiug Equa Equa 2 n ba xpliily aun r vlu hydra larg Wr gr rulg high raur nra SFFnn. Thi by rp ir rgy F bau i lund bh Wr. rad 4.3 lahip bn hanial prran i naural bau P i lkd lngh dl. A Figur 6 hd P ar lly rhrthi iir (gl bau ir) lad. alr naural P rprn i parabl phyially (adrbd) ar nd high bund una hra i parabl r (apillary rprn apillary rang ir) una. ar. Thi xpr i valid nly r l nn ).25Th i rprn aun SF. ar (r pr uni vlu hld gl pr Na % rlaiv (Nrlg.2 huidiy i an b xprd N95 W N236 Mjrnll 997) a E + k (. ) = k (5) vg vg SP PW.5 hr kvg kvg ar arial parar. Fr FS-3528 axiu. aun ar pr uni vlu ha an.5 ill all pr. (bh 2. apillary 4. pr 6. gl 8. pr) n P () an alula K a n ba (a) lahip bn P Wr g h N + N95.8 N236 (6) K ( ) =.6 g h E i a SP Th arial parar kvg kvg PWg an A.2 b alibrad by ig xprinal daa rlvan r (vaprabl) ar nn nr a.ag (Di Luzi & Cuai 29b). FS-3528 variu Tpraur vlubn (b) lahip. N ha a arly ag hial ra N aiad ra.8 ih n hydra SF N95 ar xri praur ild i nn236 unir r nn-adiabai y vn i nvirnnal.6 praur i nan. Ha ndue an b.4 nr a la r praur SP n dribd PW by xdg C (Bažan & Kaplan 996) A.2 Furir la hih rad F i a =. λ T. FS-3528 (7). hr q i() lahip ha bn lux T i F ablu Figur 3. lahip bn rughn parar praur λ i ha nduiviy; hi hanial prpry. q
7 Ar all i lly rlad P. I i urly uppd ha P i lly rlad z r ll knn a ha nr ha a naur raal hararii n i raurd ura (Mihahi 993). Thn ur parar ( P z) hav a r: i.. dl a. Figur 3(b) rprn rlahip bn hih h ha i baially drd by. Bu vn dahd par prdu hih riga r hial adh hih prdu pin- h i zr. A F i nld ara ih TSD x-axi y-axi n F i rngly ad by Wr. S ally F ar prpral a Figur 3() h. Thn i gr F al gr. 5 CONCLUSIONS Th auhr ndud raur hani igh dirn yp nr pri hih hav a vrial plag j hr yp nlihi n hih hav dirn iz aggrga. Th dg ar a ll.. Thr ar hr ypial valu rughn parar r raurd par dahd par raial rani zn. 2. Dl dl a prpd hih an b ud diu rlahip bn rughn parar rphlgial aur TSD. 3. Th hani hih gvrn rlahip bn rughn parar ( z P) hanial prpri ( F Wr) i rvald. ACKNOWLEDEMENTS Thi udy a anially upprd by ran-aid r SPS ll (ran N r DC-) by SPS hih auhr graully aknldg. EFEENCES = ) D ( h T h AI. 29. apan arhiural ard piia rd nr rk ASS 5. Tky: AI. Th prpraliy i D(hT) CI. 24. T hd iur r raur prabiliy nrgy pla i nr i a nnla (Dra). In Izui I. (d.) rlaiv CI ard. huidiy Tky: h CI. praur IS B rial & Najjar Prdu 972). Th Spiia iur (PS) a - balan Sura xur: ha Pril hd- varia Tr i di ar a ura xur parar. vlu Tky: nr IS. (ar nn ) b q Kkubu M. 95. A udy n plag j bn ld divrgn iur lux n nr. Tran. SCE: Mihahi H. Uka S. & Miura S Fundanal udy n analyi raurd ura niiu arial. = Tran. AI: Naaan A.E. Naur. Naj H. & Alan Bnd Mhani Fibr rd Cn Bad Cpi pr N. UMCE Th 89-9 ar Ann nn Arbr: Dp. an Civil b Eng. xprd a Univ. Mih. vaprabl ar (apillary a ILEM Dra vapr nda adrbd Dra ar) nn- Fraur Enrgy (hially Mrar bund) Cnr by ar Man n (Mil Thr-p bnd Panazpul T n Nhd & Ba. Mill Ma. 995). & Sru.: I i ra 8(6) au ha vaprabl ar i a u Sah A. Yaada K. & Ihiyaa S. 27. A Diu n Tn Sng rlaiv Chararii huidiy Fraur h dgr Pr hydra Cnr Pri ih dgr a Vrial ilia Plag u. ra Pr. AI Thku hap.: = ag-dpndn rp/drp i.. = Sah A. Yaada (Nrlg K. & Ihiyaa Mjnll S. 28a. 997). Fragraphi Undr hi au Diu n Vrial Cnru Ca ih Fr by ubiug Equa Equai Dirn Marial Cnr Pri. Pr. AI Thku hap.: 7-8. ba Sah A. Yaada K. & Ihiyaa S. 28b. A Diu n Fraur Enrgy Vrial Cnr. Pr. 7 Eur. Cn. Fra.: h = & + & + Sah A. Yaada K. & hihiyaa S. 29. h Diu n r- lahip bn rngh duiliy ra b- n n ld nr plyg n-ngdiagra pull-u hr dl / h dl. i Tran. lp AI: 74(637) rp/ ir (al alld iur apa gvrng qua (Equa 3) u b by apprpria bundary iial ndii Th rla bn aun ar rlaiv huidiy i alld ir i aurd ih rag huidiy drp ir h a. Nglg ir dirn (Xi al. llg rp ir ill b rrn bh rp drp By ay i hyri ir uld b akn aun rla vaprabl ar v rlaiv hui b ud ardg ign varia rlaiviy huidiy. Th hap ir r HPC i lund by any p pially h ha lun xn hial ra urn dr ruur pr iz diribu (arrai n hial pi SF urg i hd praur ix.). In liraur variu rulai und drib rp ir nr (Xi al. 994). Hvr h papr i-pirial xpr pr Nrlg Mjrnll (997) i adpd b Prdg FraMCS-7 May
Application of digital image correlation to size effect tests of concrete
Fraur Mhani Cnr and Cnr Sruur - Rn Advan Fraur Mhani Cnr - B. H. Oh, al.(d 21 Kra Cnr Iniu, Sul, ISBN 978-89-578-18-8 Applia digial imag rrla iz ff nr S. Yair Alam & A. Lukili Rarh Iniu Civil Engng. And
More informationRebar bond slip in diagonal tension failure of reinforced concrete beams
Rbar bond lip in diagonal nion failur of rinford onr bam T. Hagaa Iniu of Tnology Simizu Corporaion Tokyo apan Rbar bond lip in diagonal nion failur of rinford onr bam T. Hagaa Iniu of Tnology Simizu Corporaion
More informationExperimental study on the ultimate strength of R/C curved beam
Fraur Mhani Conr and Conr Sruur - High Prforman, Fibr Rinford Conr, Spial Loading and Sruural Appliaion- B. H. Oh, al. (d) 2 Kora Conr Iniu, ISBN 978-89-578-82-2 Exprimnal udy on h ulima rngh R/C urvd
More informationA L A BA M A L A W R E V IE W
A L A BA M A L A W R E V IE W Volume 52 Fall 2000 Number 1 B E F O R E D I S A B I L I T Y C I V I L R I G HT S : C I V I L W A R P E N S I O N S A N D TH E P O L I T I C S O F D I S A B I L I T Y I N
More information0 t b r 6, 20 t l nf r nt f th l t th t v t f th th lv, ntr t n t th l l l nd d p rt nt th t f ttr t n th p nt t th r f l nd d tr b t n. R v n n th r
n r t d n 20 22 0: T P bl D n, l d t z d http:.h th tr t. r pd l 0 t b r 6, 20 t l nf r nt f th l t th t v t f th th lv, ntr t n t th l l l nd d p rt nt th t f ttr t n th p nt t th r f l nd d tr b t n.
More information46 D b r 4, 20 : p t n f r n b P l h tr p, pl t z r f r n. nd n th t n t d f t n th tr ht r t b f l n t, nd th ff r n b ttl t th r p rf l pp n nt n th
n r t d n 20 0 : T P bl D n, l d t z d http:.h th tr t. r pd l 46 D b r 4, 20 : p t n f r n b P l h tr p, pl t z r f r n. nd n th t n t d f t n th tr ht r t b f l n t, nd th ff r n b ttl t th r p rf l
More information4 4 N v b r t, 20 xpr n f th ll f th p p l t n p pr d. H ndr d nd th nd f t v L th n n f th pr v n f V ln, r dn nd l r thr n nt pr n, h r th ff r d nd
n r t d n 20 20 0 : 0 T P bl D n, l d t z d http:.h th tr t. r pd l 4 4 N v b r t, 20 xpr n f th ll f th p p l t n p pr d. H ndr d nd th nd f t v L th n n f th pr v n f V ln, r dn nd l r thr n nt pr n,
More informationFracture mechanics of early-age concrete
Fraur Mhani Conr Conr Sruur - Rn Advan in Fraur Mhani Conr - B. H. Oh, al.(d Kora Conr Iniu, Soul, ISBN 978-89-578-8-8 Fraur mhani arly-ag onr V.T.N. Dao, P.H. Morri & P.F. Dux Shool Civil Enginring, Th
More informationTh n nt T p n n th V ll f x Th r h l l r r h nd xpl r t n rr d nt ff t b Pr f r ll N v n d r n th r 8 l t p t, n z n l n n th n rth t rn p rt n f th v
Th n nt T p n n th V ll f x Th r h l l r r h nd xpl r t n rr d nt ff t b Pr f r ll N v n d r n th r 8 l t p t, n z n l n n th n rth t rn p rt n f th v ll f x, h v nd d pr v n t fr tf l t th f nt r n r
More informationFracture analysis of strain hardening cementitious composites by means of discrete modeling of short fibers
Fraur Mhani Conr and Conr Sruur - Rn Advan in Fraur Mhani Conr - B. H. Oh, al.(d) 200 Kora Conr Iniu, Soul, ISBN 978-89-5708-80-8 Fraur analyi rain hardning mniiou ompoi by man dir modling hor fibr M.
More informationn r t d n :4 T P bl D n, l d t z d th tr t. r pd l
n r t d n 20 20 :4 T P bl D n, l d t z d http:.h th tr t. r pd l 2 0 x pt n f t v t, f f d, b th n nd th P r n h h, th r h v n t b n p d f r nt r. Th t v v d pr n, h v r, p n th pl v t r, d b p t r b R
More information22 t b r 2, 20 h r, th xp t d bl n nd t fr th b rd r t t. f r r z r t l n l th h r t rl T l t n b rd n n l h d, nd n nh rd f pp t t f r n. H v v d n f
n r t d n 20 2 : 6 T P bl D n, l d t z d http:.h th tr t. r pd l 22 t b r 2, 20 h r, th xp t d bl n nd t fr th b rd r t t. f r r z r t l n l th h r t rl T l t n b rd n n l h d, nd n nh rd f pp t t f r
More informationCrack propagation analysis due to rebar corrosion
Fraur Mani Conr and Conr Sruur - Amn, Durabiliy, Monioring and Rriing Conr Sruur- B. H. O, al. (d) 2 Kora Conr Iniu, Soul, ISBN 978-89-578-8-5 Crak propagaion analyi du o rbar orroion H. Nakamura, K.K.Tran,
More informationD t r l f r th n t d t t pr p r d b th t ff f th l t tt n N tr t n nd H n N d, n t d t t n t. n t d t t. h n t n :.. vt. Pr nt. ff.,. http://hdl.handle.net/2027/uiug.30112023368936 P bl D n, l d t z d
More informationW I T H M A L I C E T O W ^ - R D I S T O N E AISTE) C H A R I T Y F O R A L L / SENT TO IONIA.
UB80B > R K? > V ( $ R AR 0 J ADVR RA DRA A L - R D A) A R Y R A L L / VL LLL K UY DBR 30 893 2 A - ( AL AL ; A (! -- DA R DG
More information,. *â â > V>V. â ND * 828.
BL D,. *â â > V>V Z V L. XX. J N R â J N, 828. LL BL D, D NB R H â ND T. D LL, TR ND, L ND N. * 828. n r t d n 20 2 2 0 : 0 T http: hdl.h ndl.n t 202 dp. 0 02802 68 Th N : l nd r.. N > R, L X. Fn r f,
More information4 8 N v btr 20, 20 th r l f ff nt f l t. r t pl n f r th n tr t n f h h v lr d b n r d t, rd n t h h th t b t f l rd n t f th rld ll b n tr t d n R th
n r t d n 20 2 :24 T P bl D n, l d t z d http:.h th tr t. r pd l 4 8 N v btr 20, 20 th r l f ff nt f l t. r t pl n f r th n tr t n f h h v lr d b n r d t, rd n t h h th t b t f l rd n t f th rld ll b n
More information1. Accident preve. 3. First aid kit ess 4. ABCs of life do. 6. Practice a Build a pasta sk
Y M D B D K P S V P U D hi p r ub g rup ck l yu cn 7 r, f r i y un civi i u ir r ub c fr ll y u n rgncy i un pg 3-9 bg i pr hich. ff c cn b ll p i f h grup r b n n c rk ivii ru gh g r! i pck? i i rup civ
More informationFactors Success op Ten Critical T the exactly what wonder may you referenced, being questions different the all With success critical ten top the of l
Fr Su p T rl T xl r rr, bg r ll Wh u rl p l Fllg ll r lkg plr plr rl r kg: 1 k r r u v P 2 u l r P 3 ) r rl k 4 k rprl 5 6 k prbl lvg hkg rl 7 lxbl F 8 l S v 9 p rh L 0 1 k r T h r S pbl r u rl bv p p
More informationP a g e 5 1 of R e p o r t P B 4 / 0 9
P a g e 5 1 of R e p o r t P B 4 / 0 9 J A R T a l s o c o n c l u d e d t h a t a l t h o u g h t h e i n t e n t o f N e l s o n s r e h a b i l i t a t i o n p l a n i s t o e n h a n c e c o n n e
More information176 5 t h Fl oo r. 337 P o ly me r Ma te ri al s
A g la di ou s F. L. 462 E l ec tr on ic D ev el op me nt A i ng er A.W.S. 371 C. A. M. A l ex an de r 236 A d mi ni st ra ti on R. H. (M rs ) A n dr ew s P. V. 326 O p ti ca l Tr an sm is si on A p ps
More information828.^ 2 F r, Br n, nd t h. n, v n lth h th n l nd h d n r d t n v l l n th f v r x t p th l ft. n ll n n n f lt ll th t p n nt r f d pp nt nt nd, th t
2Â F b. Th h ph rd l nd r. l X. TH H PH RD L ND R. L X. F r, Br n, nd t h. B th ttr h ph rd. n th l f p t r l l nd, t t d t, n n t n, nt r rl r th n th n r l t f th f th th r l, nd d r b t t f nn r r pr
More informationtcvrn Hl1 J M Hamilton P Eng Chief Geologist Kimberley Northing m Northing m I FEB 24 1QP Northing m Gold Commiuioner
SVA M OMO TD KOOT GROP ASSSSMT RPORT KMBRY B Th fwn rpr dsrbs h rss f drn Dand Dr H K 8 4 a 8 r h D D H K 8 5 a 9 5 r h D D H K 8 5A a 67 38 r h D D H K 8 6 a 8 69 r h and D D H K 8 7 a 77 72 r h n h ana
More informationLOWELL, MICHIGAN. THURSDAY, FEBRUARY ROBEIIT E. S P H I N G E T T
R R AK AY A x \ ( z A ( U U (? - A > - ( x-x ) \ x A! A A z : A : * K A K A z > x x q - x x 93- A P K A R Az x x 4 U z A R X- A \ A U A URAY RUARY 23 933 U X X X X P P P P P R P P P 4 q AY AA A K [! A
More information1. Be a nurse for 2. Practice a Hazard hunt 4. ABCs of life do. 7. Build a pasta sk
Y M B P V P U up civii r i d d Wh clu dy 1. B nur fr cll 2. Prcic 999 3. Hzrd hun d 4. B f lif d cld grm 5. Mk plic g hzrd 6. p cmp ln 7. Build p k pck? r hi p Bvr g c rup l fr y k cn 7 fu dr, u d n cun
More informationPR D NT N n TR T F R 6 pr l 8 Th Pr d nt Th h t H h n t n, D D r r. Pr d nt: n J n r f th r d t r v th tr t d rn z t n pr r f th n t d t t. n
R P RT F TH PR D NT N N TR T F R N V R T F NN T V D 0 0 : R PR P R JT..P.. D 2 PR L 8 8 J PR D NT N n TR T F R 6 pr l 8 Th Pr d nt Th h t H h n t n, D.. 20 00 D r r. Pr d nt: n J n r f th r d t r v th
More informationl f t n nd bj t nd x f r t l n nd rr n n th b nd p phl t f l br r. D, lv l, 8. h r t,., 8 6. http://hdl.handle.net/2027/miun.aey7382.0001.001 P bl D n http://www.hathitrust.org/access_use#pd Th r n th
More informationSHOOTING STAR LOT 79 A102 LANDSCAPE CONTEXT PLAN 3175 FOUR PINES RD TETON VILLAGE, WY LANDSCAPE CONTEXT PERMIT SUBMISSION
DG R 0 KG, 0 JK 800 () 07 7 600 PRJ.: - R: D R B-08 P R. R 0 DG R G Date: ay 8, 00 U R. U D PR UB -7-6 DPG V 6--6 DPG : P PUG - (9) RD PRU P PUG -' () RD PRU PPUU RUD - -.".' (7) QUKG P P PUG -' () RD
More informationFinal Exam : Solutions
Comp : Algorihm and Daa Srucur Final Exam : Soluion. Rcuriv Algorihm. (a) To bgin ind h mdian o {x, x,... x n }. Sinc vry numbr xcp on in h inrval [0, n] appar xacly onc in h li, w hav ha h mdian mu b
More informationRUTH. land_of_israel: the *country *which God gave to his people in the *Old_Testament. [*map # 2]
RUTH 1 Elimlk g ln M 1-2 I in im n ln Irl i n *king. Tr r lr rul ln. Ty r ug. Tr n r l in Ju u r g min. Elimlk mn y in n Blm in Ju. H i nm Nmi. S n Elimlk 2 *n. Tir nm r Mln n Kilin. Ty r ll rm Er mily.
More informationMacroscopic probabilistic modeling of concrete cracking: First 3D results
Fraur Mhani Conr Conr Sruur - Rn Advan in Fraur Mhani Conr - B. H. Oh, al.(d) 200 Kora Conr Iniu, Soul, ISBN 978-89-5708-80-8 Maroopi probabilii modling onr raking: Fir 3D rul J.-L. Tailhan, P. Roi & S.
More informationI M P O R T A N T S A F E T Y I N S T R U C T I O N S W h e n u s i n g t h i s e l e c t r o n i c d e v i c e, b a s i c p r e c a u t i o n s s h o
I M P O R T A N T S A F E T Y I N S T R U C T I O N S W h e n u s i n g t h i s e l e c t r o n i c d e v i c e, b a s i c p r e c a u t i o n s s h o u l d a l w a y s b e t a k e n, i n c l u d f o l
More informationColby College Catalogue
Colby College Digital Commons @ Colby Colby Catalogues College Archives: Colbiana Collection 1870 Colby College Catalogue 1870-1871 Colby College Follow this and additional works at: http://digitalcommonscolbyedu/catalogs
More informationColby College Catalogue
Colby College Digital Commons @ Colby Colby Catalogues College Archives: Colbiana Collection 1866 Colby College Catalogue 1866-1867 Colby College Follow this and additional works at: http://digitalcommons.colby.edu/catalogs
More informationn
p l p bl t n t t f Fl r d, D p rt nt f N t r l R r, D v n f nt r r R r, B r f l. n.24 80 T ll h, Fl. : Fl r d D p rt nt f N t r l R r, B r f l, 86. http://hdl.handle.net/2027/mdp.39015007497111 r t v n
More informationJiZuan Under New Owner. Strand Makes Generous
LDGR NR B L G LLL N P L 4 k K K D k D k > L L LLL LD G LP R LLG L PL R RRY L Lk D 4 k q? ( () D 3 L k L q Lk L L 9 k K k k NR B RL L L 22( k -z L > G k k L LBL L k --k P z D N k q k N ( - D N P? 2 P k
More informationELEC 372 LECTURE NOTES, WEEK 11 Dr. Amir G. Aghdam Concordia University
ELEC 37 LECTURE NOTES, WEE Dr Amir Aghdam Cncrdia Univrity Part f th nt ar adaptd frm th matrial in th fllwing rfrnc: Mdrn Cntrl Sytm by Richard C Drf and Rbrt H Bihp, Prntic Hall Fdback Cntrl f Dynamic
More informationTh pr nt n f r n th f ft nth nt r b R b rt Pr t r. Pr t r, R b rt, b. 868. xf rd : Pr nt d f r th B bl r ph l t t th xf rd n v r t Pr, 00. http://hdl.handle.net/2027/nyp.33433006349173 P bl D n n th n
More informationINTRODUCTION TO HEAT EXCHANGERS
ICM Ha Exangr. Ha Exangr INROCION O HE EXCHNGERS P f upn n w, nrgy ranfrrd fr a flud a ldr flud by vru f praur dffrn. Ha Exangr ar wdly ud n prlu and al ndur, al prng, rfrgran, ang and ar-ndnng.. ubl-pp
More informationEE 119 Homework 6 Solution
EE 9 Hmwrk 6 Slutin Prr: J Bkr TA: Xi Lu Slutin: (a) Th angular magniicatin a tlcp i m / th cal lngth th bjctiv ln i m 4 45 80cm (b) Th clar aprtur th xit pupil i 35 mm Th ditanc btwn th bjctiv ln and
More informationT h e C S E T I P r o j e c t
T h e P r o j e c t T H E P R O J E C T T A B L E O F C O N T E N T S A r t i c l e P a g e C o m p r e h e n s i v e A s s es s m e n t o f t h e U F O / E T I P h e n o m e n o n M a y 1 9 9 1 1 E T
More informationDouble-edge wedge splitting test: preliminary results
Fraur Mani Conr Conr Sruur - Hig Prforman, Fibr Rford Conr, Spial Loadg Sruural Appliaion- B. H. O, al. (d) 200 Kora Conr Iniu, ISBN 978-89-5708-82-2 Doubl-dg dg plig : prlimary rul M. di Prio, M.G.L.
More informationAppendix XVI Cracked Section Properties of the Pier Cap Beams of the Steel Girder Bridge using the Moment Curvature Method and ACI Equation
ppndix XV rakd Stion Proprti o th Pir ap Bam o th Stl Girdr Bridg ug th omnt urvatur thod and Equation Wt Bound Pir ap Bam Figur XV- Th atual pir ap bam ro tion [Brown, 99] Th ¾ - al i no longr orrt 5
More informationThe dynamic fracture energy of concrete. Review of test methods and data comparison.
Fraur Mhani Conr Conr Sruur - Rn Advan in Fraur Mhani Conr - B. H. Oh, al.(d) 2 Kora Conr Iniu, Soul, ISBN 978-89-578-8-8 Th dynami fraur nrgy onr. Rvi mhod daa omparion. J. Wrhijm & I. Vg Dlf Univriy
More informationColby College Catalogue
Colby College Digital Commons @ Colby Colby Catalogues College Archives: Colbiana Collection 1872 Colby College Catalogue 1872-1873 Colby College Follow this and additional works at: http://digitalcommonscolbyedu/catalogs
More informationOH BOY! Story. N a r r a t iv e a n d o bj e c t s th ea t e r Fo r a l l a g e s, fr o m th e a ge of 9
OH BOY! O h Boy!, was or igin a lly cr eat ed in F r en ch an d was a m a jor s u cc ess on t h e Fr en ch st a ge f or young au di enc es. It h a s b een s een by ap pr ox i ma t ely 175,000 sp ect at
More informationRTPR Sampler Program
P Sl P i H B v N Ahi kd f hl qi N hk F N F N S F N Bkffi F N lid Si F $99.95 Sl Pk Giv 365 bhi Ad w will hw hw h $99.95 il b dd Z P Sl P i H B v Hih wd A Sihfwd i Pl wih f di v : B ii 1 i 6.25% 2d i 2.5%
More informationI N A C O M P L E X W O R L D
IS L A M I C E C O N O M I C S I N A C O M P L E X W O R L D E x p l o r a t i o n s i n A g-b eanste d S i m u l a t i o n S a m i A l-s u w a i l e m 1 4 2 9 H 2 0 0 8 I s l a m i c D e v e l o p m e
More informationUNIT #5 EXPONENTIAL AND LOGARITHMIC FUNCTIONS
Answr Ky Nam: Da: UNIT # EXPONENTIAL AND LOGARITHMIC FUNCTIONS Par I Qusions. Th prssion is quivaln o () () 6 6 6. Th ponnial funcion y 6 could rwrin as y () y y 6 () y y (). Th prssion a is quivaln o
More information2016 APS Go! Surveys Summary Results for Yorktown High School
2016 APS G! Surv Suar Rul fr Yrkn High Shl Thi rpr uariz rul fr h 2016 APS G! urv fr Yrkn High Shl. Sun, pa/rgivr aff urv r nu a all hl rk i a par f APS G! Th APS G! iniiaiv a launh in 2013 uppr APS rprain
More informationV A. V-A ansatz for fundamental fermions
Avan Parl Phy: I. ak nraon. A Thory Carfl analy of xprnal aa (pary volaon, nrno hly pn hang n nlar β-ay, on ay propr oghr w/ nvraly fnally l o h -A hory of (nlar wak ay: M A A ( ( ( ( v p A n nlon lpon
More informationNAME: ANSWER KEY DATE: PERIOD. DIRECTIONS: MULTIPLE CHOICE. Choose the letter of the correct answer.
R A T T L E R S S L U G S NAME: ANSWER KEY DATE: PERIOD PREAP PHYSICS REIEW TWO KINEMATICS / GRAPHING FORM A DIRECTIONS: MULTIPLE CHOICE. Chs h r f h rr answr. Us h fgur bw answr qusns 1 and 2. 0 10 20
More informationDec. 3rd Fall 2012 Dec. 31st Dec. 16th UVC International Jan 6th 2013 Dec. 22nd-Jan 6th VDP Cancun News
Fll 2012 C N P D V Lk Exii Aii Or Bifl Rr! Pri Dk W ri k fr r f rr. Ti iq fr ill fr r ri ir. Ii rlxi ill fl f ir rr r - i i ri r l ll! Or k i l rf fr r r i r x, ri ir i ir l. T i r r Cri r i l ill rr i
More information5 H o w t o u s e t h e h o b 1 8
P l a s r a d h i s m a n u a l f i r s. D a r C u s m r, W w u l d l i k y u bb a si n p r hf r m a n cf r m y u r p r d u c h a h a s b n m a n u f a c u r d m d r n f a c i l iu n id s r s r i c q u
More informationAllowable bearing capacity and settlement Vertical stress increase in soil
5 Allwabl barg aaity and ttlmnt Vrtial tr ra il - du t nntratd lad: 3 5 r r x y - du t irularly ladd ara lad:. G t tabl 5..6 Fd / by dtrmg th trm: r/(/) /(/) 3- blw rtangular ladd ara: th t i at th rnr
More informationOutline. Heat Exchangers. Heat Exchangers. Compact Heat Exchangers. Compact Heat Exchangers II. Heat Exchangers April 18, ME 375 Heat Transfer 1
Hat Exangr April 8, 007 Hat Exangr Larry artt Manial Engrg 375 Hat ranfr April 8, 007 Outl Bai ida f at xangr Ovrall at tranfr ffiint Lg-man tmpratur diffrn mtd Efftivn NU mtd ratial nidratin Hat Exangr
More informationVr Vr
F rt l Pr nt t r : xt rn l ppl t n : Pr nt rv nd PD RDT V t : t t : p bl ( ll R lt: 00.00 L n : n L t pd t : 0 6 20 8 :06: 6 pt (p bl Vr.2 8.0 20 8.0. 6 TH N PD PPL T N N RL http : h b. x v t h. p V l
More information10.5 Linear Viscoelasticity and the Laplace Transform
Scn.5.5 Lnar Vclacy and h Lalac ranfrm h Lalac ranfrm vry uful n cnrucng and analyng lnar vclac mdl..5. h Lalac ranfrm h frmula fr h Lalac ranfrm f h drvav f a funcn : L f f L f f f f f c..5. whr h ranfrm
More informationCATAVASII LA NAȘTEREA DOMNULUI DUMNEZEU ȘI MÂNTUITORULUI NOSTRU, IISUS HRISTOS. CÂNTAREA I-A. Ήχος Πα. to os se e e na aș te e e slă ă ă vi i i i i
CATAVASII LA NAȘTEREA DOMNULUI DUMNEZEU ȘI MÂNTUITORULUI NOSTRU, IISUS HRISTOS. CÂNTAREA I-A Ήχος α H ris to os s n ș t slă ă ă vi i i i i ți'l Hris to o os di in c ru u uri, în tâm pi i n ți i'l Hris
More informationHow to Make a Zia. (should you ever be inclined to do such a thing)
H Mk Z (hud yu vr b d d uh hg) h Z? Th Z r dgu rb rd Z Pub, Id rrv N Mx, U..A.. Th Z r k fr hr pry d u f h u ymb. Th pp r brh f h rg Pub mmuy. N Mx' dv g h Z u ymb, hh rgd h h Id f Z Pub m. I dg rf hr
More informationO M N I W I L L I A M P E N N H O T E L H O L I D A Y
N P N N D Y 2 0 1 8 P V N D Y P K G $70 P R P RN & NUD R y, y q x é - y y y NNN & $ 7 $300 2 x $ 1 1 $1 5 y y $ 1 0 U $ 7 * j 23% x x. Y D Y P K G $85 P R P RN & NUD R & y, y, q x é - y y y NNN & $ 7 $300
More informationrhtre PAID U.S. POSTAGE Can't attend? Pass this on to a friend. Cleveland, Ohio Permit No. 799 First Class
rhtr irt Cl.S. POSTAG PAD Cllnd, Ohi Prmit. 799 Cn't ttnd? P thi n t frind. \ ; n l *di: >.8 >,5 G *' >(n n c. if9$9$.jj V G. r.t 0 H: u ) ' r x * H > x > i M
More informationHumanistic, and Particularly Classical, Studies as a Preparation for the Law
University of Michigan Law School University of Michigan Law School Scholarship Repository Articles Faculty Scholarship 1907 Humanistic, and Particularly Classical, Studies as a Preparation for the Law
More informationPHASE 2 C 2.20 INTERIM GRADING PLAN EDGEWATER HEIGHTS WAY (PHASE 2) EDGEWATER HEIGHTS CITY OF MUSKEGO, WI SEE SHEET C 2.21 LEGEND O.L.
S SH C L 'Y' RACIN AVN U / C H AY S H I RH A RAIN NS: BASIN # N: LCA BY LAN & ARAY CNSULIN LLC N CBR,,, AN, NN-RAAY RAIN SHN SHUL B CNSIR INRIM AN RPRSNS H RAS HA H CNRACR SHUL LAV H SI HN RAIN IS FINISH
More informationl lp h - r p y h urv dru dgr r r f - l dru r hgy rfl l T rdud rpy p h r y hlr y hrg r lyz uh dgr rpy ru d [ rpy ruur r Wu [19] dru rdudy rpy 18] [ 1 0
2017 2d Irl Cfr Advd Mrl S d Evr Egrg (AMSEE 2017) ISBN: 978-1-60595-475-2 A Explrry Sudy H rgy rgzl C u Nr h D pr F ur 1 Jg- hu WU * Hg-z hg DE NG d Sg-l YANG C llg Ifr Sy d Mg Nl Uvry D f Thlgy Ch *
More informationCampsites are approximately 20 wide x 50 deep. Campsites must be paid for when the site is staked.
SHOTGUN MPSITE OOTE (SUNDY, SEPTEMBE 23) LST EVENT O 2018 SUPE SHOE WEEKEND (SEPTEMBE 28 30) NIGHT O DESTUTION. PHOTOS! I h Spr Sh p. Th rf w d 2:00 PM r h Sh r d h f f f (d f f f) dh h prf p. O hr, yr.
More informationChain DOUBLE PITCH TYPE RS TYPE RS POLY-STEEL TYPE
d Fr Flw OULE IC YE YE OLY-EEL YE Oubard wh d s (d ) s usd fr fr flw vya. Usually w srads ar usd h qupm. d s basd sadard rllr ha wh sd rllrs salld xdd ps. hr ar hr yps f bas ha: (1) ubl ph rllr ha wh sadard
More informationParts Manual. EPIC II Critical Care Bed REF 2031
EPIC II Critical Care Bed REF 2031 Parts Manual For parts or technical assistance call: USA: 1-800-327-0770 2013/05 B.0 2031-109-006 REV B www.stryker.com Table of Contents English Product Labels... 4
More informationfiling for office of CO AN Co L POlS R 4 home phone epqropriate elections officials ORS Filing for State Voters Pamphlet Fi rstday
Fn nddy npn nn L v 6 R 49 h nn pb d nd y b pbhd pdd p yp pn by n b k nk nb d ndd n d M LG hw n hd pp n b H MB L n A L P R 4 d dp pn nb ddd y 8 zp d R D R A b A ka DL d ny d h phn d AK L x dd W b W n ddwh
More informationEffect of sampling on frequency domain analysis
LIGO-T666--R Ec sampling n rquncy dmain analysis David P. Nrwd W rviw h wll-knwn cs digial sampling n h rquncy dmain analysis an analg signal, wih mphasis n h cs upn ur masurmns. This discussin llws h
More informationMore on FT. Lecture 10 4CT.5 3CT.3-5,7,8. BME 333 Biomedical Signals and Systems - J.Schesser
Mr n FT Lcur 4CT.5 3CT.3-5,7,8 BME 333 Bimdicl Signls nd Sysms - J.Schssr 43 Highr Ordr Diffrniin d y d x, m b Y b X N n M m N M n n n m m n m n d m d n m Y n d f n [ n ] F d M m bm m X N n n n n n m p
More informationColby College Catalogue
Colby College Digital Commons @ Colby Colby Catalogues College Archives: Colbiana Collection 1871 Colby College Catalogue 1871-1872 Colby College Follow this and additional works at: http://digitalcommonscolbyedu/catalogs
More informationNumerical Solution of Transient Thermal Stresses in a Functionally Graded Cylinder
La d gg Mha gg Glgy al l f a hal a Fally Gadd yld IQ H KHOLO I-LMH aal gg a Jda y f ad hlgy P.O x Ibd JO al: daabh@.d. ba: - h a d h a hal a la yld ad f a fally gadd aal FGM. h yld aal dd b gadd alg h
More informationH NT Z N RT L 0 4 n f lt r h v d lt n r n, h p l," "Fl d nd fl d " ( n l d n l tr l t nt r t t n t nt t nt n fr n nl, th t l n r tr t nt. r d n f d rd n t th nd r nt r d t n th t th n r lth h v b n f
More informationLOWKLL. MICHIGAN. WKDNKSDAV. JUNK is, IS7I. M ' M r. F. n. v j. 1,(1 W . NATIONAL BANK I I P ' O F L O W E L L.
G B L? -- LLL GN N N L \ L BY- B RB & N (» R BRN - 2 R RNG N» _ 8» B - < - B -»q $ 28q \ 2 2 2 8 2 R 2 2 B - B 2 B N q B Y N B (» -» - L ( \ ( \ N N - Q B - - B - / - B - - R B B & LR8 } ( B B G B NR q
More informationx, x, e are not periodic. Properties of periodic function: 1. For any integer n,
Chpr Fourir Sri, Igrl, d Tror. Fourir Sri A uio i lld priodi i hr i o poiiv ur p uh h p, p i lld priod o R i,, r priodi uio.,, r o priodi. Propri o priodi uio:. For y igr, p. I d g hv priod p, h h g lo
More informationDecline Curves. Exponential decline (constant fractional decline) Harmonic decline, and Hyperbolic decline.
Dlin Curvs Dlin Curvs ha lo flow ra vs. im ar h mos ommon ools for forasing roduion and monioring wll rforman in h fild. Ths urvs uikly show by grahi mans whih wlls or filds ar roduing as xd or undr roduing.
More informationTYPICAL SECTION COMMONWEALTH OF PENNSYLVANIA SOMERSET COUNTY S.R SECTION 02B GENERAL PLAN & ELEVATION ELEVATION DEPARTMENT OF TRANSPORTATION
RG 0JU007 6 0" R 6 0" 6 5 0" 0" 0" 0" 00 D: D00 DD (00) RD (00) G B RK X. BRG. & R " (.) G G, ZR ( B RD)(.) D. 0.0./..R. 00 UR, RUUR R/ & R. D R G ". " R.. B " " x76 B @ 7 " = " " 0.0./. D. " R U 0" R
More informationCAT. NO /irtl,417~ S- ~ I ';, A RIDER PUBLICATION BY H. A. MIDDLETON
CAT. NO. 139-3 THIRD SUPPLEMENT I /irtl,417~ S- ~ I ';,... 0 f? BY H. A. MIDDLETON.. A RIDER PUBLICATION B36 B65 B152 B309 B319 B329 B719 D63 D77 D152 DA90 DAC32 DAF96 DC70 DC80 DCC90 DD6 DD7 DF62 DF91
More informationAsh Wednesday. First Introit thing. * Dómi- nos. di- di- nos, tú- ré- spi- Ps. ne. Dó- mi- Sál- vum. intra-vé-runt. Gló- ri-
sh Wdsdy 7 gn mult- tú- st Frst Intrt thng X-áud m. ns ní- m-sr-cór- Ps. -qu Ptr - m- Sál- vum m * usqu 1 d fc á-rum sp- m-sr-t- ó- num Gló- r- Fí- l- Sp-rí- : quó-n- m ntr-vé-runt á- n-mm c * m- quó-n-
More informationn a h t w e A fi L Z w $ 5 w > w «E x o o fi F ix a 1 5 ; z r o E o fl u fi a : g E w a : E S s o a ng P : ma 8 6 > Z E o e o bmg L w e z oo m p
J C S U Z U Z S G = = C z», x h B ; 7 4 x z 6 _ ; 6 z r z g? S k 6 b S g? 6 S r z é O 4 4 Z bg z Q x > P Z z «g g g ; $ ; g S 6 > g p? é h r S d y
More informationBENEFITS OF COMPLETING COLLEGE Lesson Plan #3
BENEFITS OF COMPLETING COLLEGE L Pl #3 Til: Bi Cli Cll: Ci, Srr S Sl Pr: ( y l, r i i i r/rril) S ill lr rl vl bi y ill i r bii ry i. Lri O(): ( ill b bl /k by l) S ill r bii ry i bi ir rl l liyl. Ti ill
More informationFirst Response Australia
Fi R Ali PR A qik fn f y wll Pli i iz - hv hv Fi R P $ 15 (GST l) ily Rii & Dfiilli Tx Th l n hniv x f PR & Dfiilli Avill h y n li vi f h l (hylk f qik fn) H y$ 9(GST l) Eli Vi 55 (GST l) Fi Ai Tx Th l
More information4.1 The Uniform Distribution Def n: A c.r.v. X has a continuous uniform distribution on [a, b] when its pdf is = 1 a x b
4. Th Uniform Disribuion Df n: A c.r.v. has a coninuous uniform disribuion on [a, b] whn is pdf is f x a x b b a Also, b + a b a µ E and V Ex4. Suppos, h lvl of unblivabiliy a any poin in a Transformrs
More informationHOTEL/MOTEL BATHROOM ACCESSORIES
H BH H VB FNH PHD H PHD B D PN B F (D ) UN DPN FNH D # QY. B PN PHD H 01-1001 50 V Z: 1 7 16"W x 3 1 4"H x 1"D. PHD B 05-PB1001 50 GN BG W HNG PD Z. P ND UDY NN. V Z: 1 7 8"D x 1 7 8"PJN. F HU PFN N. W-N
More informationNO REGISTRATION FOR U.S. REDS TONIGHT IN FEE
H ' f l f J l l : l - -G I H IG U IV I Y L Vl 8 l L : l «GII U D IGH I V I Y U l l f ffl U l J f l f f U " ll ff f ll l x f ffl " ff l f f I " I l l ffl ff " " f l f ll " " I l f f l J ff l " " I f ll
More informationBELMAR, N E W JERSEY, FRIDAY, JANUARY 11,1935. Mayor Herbert. Insists on Facts. Newly Appointed Officials. Must Report Periodically on Conditions
" ;;
More informationFMPE: Discriminatively Trained Features for Speech Recogntion
F: Dcnavl Tand Fau f Spc Rcnn Danl Pv Ban Knbu Lda anu G San Han Slau Gff Zw IB T.J. an Rac Cn NY ICASSP 005 Pn: Fan-Hu Cu Ouln / Inducn f H-dnnal fau nan Acuc cnx xpann Fau pcn Tann ax Sn f upda Calculan
More informationo Alphabet Recitation
Letter-Sound Inventory (Record Sheet #1) 5-11 o Alphabet Recitation o Alphabet Recitation a b c d e f 9 h a b c d e f 9 h j k m n 0 p q k m n 0 p q r s t u v w x y z r s t u v w x y z 0 Upper Case Letter
More informationOpening. Monster Guard. Grades 1-3. Teacher s Guide
Tcr Gi 2017 Amric R Cr PLEASE NOTE: S m cml Iiii ci f Mr Gr bfr y bgi i civiy, i rr gi cc Vlc riig mii. Oig Ifrm y r gig lr b vlc y f vlc r. Exli r r vlc ll vr rl, i Ui S, r, iclig Alk Hii, v m civ vlc.
More informationDg -Trrr hrugh Nwrk-- M qu (NM) I V. L ITERATURE RE VIEW Mqu y gr r I y hu y wrh ryr. Durg r rh r ur, qu wr u h hqurr h I ur rh, r u rg, h whr u wr r
I r Jur Egrg Rrh A Mg (IJERM) ISSN : 2349-2058, Vu-03, Iu-0 5, My 2016 Dg -Trrr hrugh Nwrk-- Mqu ( NM) A bu Rh Ah Dh, Nur Ahrh B Abu Rh, Nur Syqh B Mh Zuk, N k A A B Nk Iz, Nrr B M Sh A br A qu gry yb
More informationVisit to meet more individuals who benefit from your time
NOURISHINGN G. Vlz S 2009 BR i y ii li i Cl. N i. J l l. Rl. A y l l i i ky. Vii.li.l. iiil i y i &. 71 y l Cl y, i iil k. 28 y, k My W i ily l i. Uil y, y k i i. T j il y. Ty il iy ly y - li G, y Cl.
More informationThe Exile Began. Family Journal Page. God Called Jeremiah Jeremiah 1. Preschool. below. Tell. them too. Kids. Ke Passage: Ezekiel 37:27
Faily Jo Pag Th Exil Bg io hy u c prof b jo ou Shar ab ou job ab ar h o ay u Yo ra u ar u r a i A h ) ar par ( grp hav h y y b jo i crib blo Tll ri ir r a r gro up Allo big u r a i Rvi h b of ha u ha a
More informationCHAPTER 9. Compressible Flow. Btu ft-lb lbm ft-lb c p = = ft-lb slug- R. slug- R. 1 k. p p. p v p v. = ρ ρ
CHPTER 9 Cmrssibl Flw 9 Bu f-lb lbm f-lb c 778 6 lbm- R Bu slug slug- R f-lb cv c R 6 76 96 96 slug- R Bu 7 lbm R f-lb slug- R Bu 778 f - lb slug lbm c 9 c cv + R c cv c + R r c R c R / ( ) 9 If s, Eq
More informationLabor and Capital Before the Law
University of Michigan Law School University of Michigan Law School Scholarship Repository Articles Faculty Scholarship 1884 Labor and Capital Before the Law Thomas M. Cooley University of Michigan Law
More informationVexilla regis prodeunt
Vl prt Vnnus Frn (530609) Cn Pir l Ru (c. 1452 151) pr t d,,, r, : mn m p V Qu Im Ar B spn gn sn dm D r p pl br Qu cr ns cn lc s c gt cr n l d r mm t l, cr v n fc 4 R p st d br qu r nt c t qu r r pn prd
More information[ ]:543.4(075.8) 35.20: ,..,..,.., : /... ;. 2-. ISBN , - [ ]:543.4(075.8) 35.20:34.
.. - 2-2009 [661.87.+661.88]:543.4(075.8) 35.20:34.2373-60..,..,..,..,.. -60 : /... ;. 2-. : -, 2008. 134. ISBN 5-98298-299-7 -., -,,. - «,, -, -», - 550800,, 240600 «-», -. [661.87.+661.88]:543.4(075.8)
More informationJonathan Turner Exam 2-12/4/03
CS 41 Algorim an Program Prolm Exam Soluion S Soluion Jonaan Turnr Exam -1/4/0 10/8/0 1. (10 poin) T igur low ow an implmnaion o ynami r aa ruur wi vral virual r. Sow orrponing o aual r (owing vrx o).
More informationfiff w 4h WEDNESDAY JULY 23 1SS3 COMKCTIOXKHVI 4 4Ty X 41x1441 as x n rcnsut4 Hotti su KEEPS ALWAYS ON HAND A4 HMlwll l4 Vlt I W
z RR GR NN N 5 P R d P N N F N Q d R F d d Z D d Q d 5 d g R P 9 g F d g N 9 Q R R F F d z z 5 P 9 d RNY N DRD F R G R 5 R 5 R 5 D N N d N RN N Z R P P P 8 D 5 5 z Z g 5 YY d R F G R R N 5 d D D F P Y
More information