Behaviour of Steel Columns Reinforced with Welded Steel Plates
|
|
|
- Philip Barton
- 6 years ago
- Views:
Transcription
1 University of Alberta Department of Civil & Environmental Engineering Structural Engineering Report N umber 250 Behaviour of Steel Columns Reinforced with Welded Steel Plates by Ziqi Wu and Gilbert Y. Grondin December, 2002
2 BEHAVIOUR OF STEEL COLUMNS REINFORCED WITH WELDED STEEL PLATES by Ziqi Wu Gilbert Y. Grondin Structural Engineering Report 250 Department of Civil and Environmental Engineering University of Alberta Edmonton, Alberta, Canada December 2002
3
4 ACKNOWLEDGEMENTS This research project formed the basis for the MSc thesis of the senior author. The project was funded by the Natural Sciences and Engineering Research Council of Canada (NSERC) and the Faculty of Graduate Studies and Research of the University of Alberta through teaching assistantships to the senior author.
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
201
202
203
204
205
206
207
208
209
210
211
212
213
214
215
216
217
218
219
220
221
222
223
224
225
226
227
228
229 Recent Structural Engineering Reports Department of Civil and Environmental Engineering University of Alberta 222. Strength of Joints that Combine Bolts and Welds by Thomas J. Manuel and Geoffrey L. Kulak, July Strip Model for Capacity of Slab-Column Connections by Shahab Afhami, Scott D.B. Alexander, and Sidney H. Simmonds, August Behaviour of Large Diameter Line Pipe under Combined Loading by Patrick R. DelCol, Gilbert Y. Grondin, J.J. Roger Cheng and David W. Murray, September An Analysis of the Cyclic Behaviour of Steel Gusset Plate Connections by Scott S. Walbridge, Gilbert Y. Grondin, and J.J. Roger Cheng, September Rehabilitation of Unreinforced Masonry Walls with Externally Applied Fiber Reinforced Polymers by Michael L. Albert, J.J. Roger Cheng, and A.E. Elwi, October, Fatigue of Bearing-Type Shear Splices by Georg Josi, G.Y. Grondin, and G.L. Kulak, April, Out-of-Plane Cyclic Behavior of Masonry Walls Reinforced Externally with GFRP by Marc D. Kuzik, A.E. Elwi, and J.J. Roger Cheng, August Cyclic Behavior of Stiffened Gusset Plate Brace Member Assemblies by Trina Nast, G.Y. Grondin, and J.J.R. Cheng, November Behaviour of Sleeper-supported Line Pipe by Jeffrey D. DiBattista, J.J.R. Cheng, and D.W. Murray, April Field Assessment of Crowchild Trail Bridge by Kong K. Taing, J.J.R. Cheng, and S. Afhami, January Ductile Fracture of Steel by Heng Aik Khoo, J.J. Roger Cheng, and T.M. Hrudey, August Shear Lag in Bolted Cold-Formed Steel Angles and Channels in Tension by Amy Sin-Man Yip and J.J. Roger Cheng, September Behaviour of Reinforced Concrete Beams Strengthened in Shear with FRP Sheets by Christophe Deniaud and J.J. Roger Cheng, October Behaviour of Distortion-Induced Fatigue Cracks in Bridge Girders by R. Fraser, G.Y. Grondin, and G.L. Kulak, December
230 236. Stiffener Tripping in Stiffened Steel Plates by I.A. Sheikh, A.E. Elwi and G.Y. Grondin, January Critical Buckling Strains for Energy Pipelines by A.B. Dorey, J.J.R. Cheng and D.W. Murray, April Local buckling and Fracture Behaviour of Line Pipe under Cyclic Loading by Brian Myrholm, J.J.R. Cheng and D.W. Murray, May Behaviour of Welded Cold-Formed Steel Tension Members by Alvaro Lemenhe and J.J.R. Cheng, July Behaviour and Rehabilitation of Distortion-Induced Fatigue Cracks in Bridge Girders by M. D'Andrea, G.Y. Grondin, and G.L. Kulak, September Punching Shear Capacity of Slab-Column Connections with Steel-Fibre reinforcement under Lateral Cyclic Loading by Sascha K. Schreiber and Scott D.B. Alexander, September Behaviour of Slabs with Fibre-Reinforced Polymer Reinforcement by Carlos E. Ospina, Roger J.J. Cheng, and Scott D.B. Alexander, October Behaviour of Slab-Column Connections with Partially Debonded Reinforcement under Cyclic Lateral Loading by M.A. Ali and S.D.B. Alexander, January Block Shear Behaviour of Coped Steel Beams by Cameron R. Franchuk, Robert G. Driver, and Gilbert Y. Grondin, September Behaviour of Transverse Fillet Welds by Anthony K.F. Ng, Robert G. Driver, and Gilbert Y. Grondin, October Analysis of Buried Pipelines with Thermal Applications by Nader Yoosef-Ghodsi, and D.W. Murray, October Fracture of Wrinkled Energy Pipelines by Das, S., Cheng, J.J.R., Murray, D.W., November Block Shear Behaviour of Bolted Gusset Plates by Bino Baljit Singh Huns, Gilbert Y. Grondin, and Robert G. Driver, December Numerical Solutions for Pipeline Wrinkling by Song, X., Cheng, J.J.R., Murray, D.W., January Behaviour of Steel Columns Reinforced with Welded Steel Plates by Ziqi Wu and Gilbert Y. Grondin, February
BLOCK SHEAR BEHAVIOUR OF BOLTED GUSSET PLATES
University of Alberta Department of Civil & Environmental Engineering Structural Engineering Report No. 248 BLOCK SHEAR BEHAVIOUR OF BOLTED GUSSET PLATES by Bino Baljit Singh Huns Gilbert Y. Grondin and
BLOCK SHEAR BEHAVIOUR OF COPED STEEL BEAMS
University of Alberta Department of Civil & Environmental Engineering Structural Engineering Report No. 244 BLOCK SHEAR BEHAVIOUR OF COPED STEEL BEAMS by Cameron R. Franchuk Robert G. Driver and Gilbert
Finite Element Analysis of FRP Debonding Failure at the Tip of Flexural/Shear Crack in Concrete Beam
Marquette University e-publications@marquette Civil and Environmental Engineering Faculty Research and Publications Civil and Environmental Engineering, Department of 12-1-2013 Finite Element Analysis
EXPERIMENTAL AND NUMERICAL INVESTIGATION OF STEEL PLATE SHEAR WALL
University of Alberta Department of Civil & Environmental Engineering Structural Engineering Report No. 254 EXPERIMENTAL AND NUMERICAL INVESTIGATION OF STEEL PLATE SHEAR WALL by Mohammad R. Behbahanifard
CHAPTER 2 LITERATURE REVIEW
8 CHAPTER 2 LITERATURE REVIEW 2.1 GENERAL A brief review of the research carried out during the past years related to the behaviour of bolted steel angle tension members is presented herewith. Literature
A numerical parametric study on the plate inclination angle of steel plate shear walls
Journal of Structural Engineering & Applied Mechanics 219 Volume 1 Issue 4 164-173 https://doi.org/1.31462/jseam.219.1164173 www.goldenlightpublish.com RESEARCH ARTICLE A numerical parametric study on
The Local Web Buckling Strength of Coped Steel I-Beam. ABSTRACT : When a beam flange is coped to allow clearance at the
The Local Web Buckling Strength of Coped Steel I-Beam Michael C. H. Yam 1 Member, ASCE Angus C. C. Lam Associate Member, ASCE, V. P. IU and J. J. R. Cheng 3 Members, ASCE ABSTRACT : When a beam flange
Fundamentals of Structural Design Part of Steel Structures
Fundamentals of Structural Design Part of Steel Structures Civil Engineering for Bachelors 133FSTD Teacher: Zdeněk Sokol Office number: B619 1 Syllabus of lectures 1. Introduction, history of steel structures,
SHEAR LAG IN SLOTTED-END HSS WELDED CONNECTIONS
SHEAR LAG IN SLOTTED-END HSS WELDED CONNECTIONS by Jeffrey A. Packer 1 1 Bahen/Tanenbaum Professor of Civil Engineering, University of Toronto, Ontario, Canada A very popular and simple HSS connection,
Example 4: Design of a Rigid Column Bracket (Bolted)
Worked Example 4: Design of a Rigid Column Bracket (Bolted) Example 4: Design of a Rigid Column Bracket (Bolted) Page : 1 Example 4: Design of a Rigid Column Bracket (Bolted) Determine the size of the
PLATE GIRDERS II. Load. Web plate Welds A Longitudinal elevation. Fig. 1 A typical Plate Girder
16 PLATE GIRDERS II 1.0 INTRODUCTION This chapter describes the current practice for the design of plate girders adopting meaningful simplifications of the equations derived in the chapter on Plate Girders
Presented by: Civil Engineering Academy
Presented by: Civil Engineering Academy Structural Design and Material Properties of Steel Presented by: Civil Engineering Academy Advantages 1. High strength per unit length resulting in smaller dead
An investigation of the block shear strength of coped beams with a welded. clip angles connection Part I: Experimental study
An investigation of the block shear strength of coped beams with a welded clip angles connection Part I: Experimental study Michael C. H. Yam a*, Y. C. Zhong b, Angus C. C. Lam b, V. P. Iu b a Department
Accordingly, the nominal section strength [resistance] for initiation of yielding is calculated by using Equation C-C3.1.
![Accordingly, the nominal section strength [resistance] for initiation of yielding is calculated by using Equation C-C3.1.](/thumbs/89/98617066.jpg "Accordingly, the nominal section strength [resistance] for initiation of yielding is calculated by using Equation C-C3.1.")
C3 Flexural Members C3.1 Bending The nominal flexural strength [moment resistance], Mn, shall be the smallest of the values calculated for the limit states of yielding, lateral-torsional buckling and distortional
Active Shear Planes in Block Shear Failure of Bolted Connections
Missouri University of Science and Technology Scholars' Mine International Specialty Conference on Cold- Formed Steel Structures (2012) - 21st International Specialty Conference on Cold-Formed Steel Structures
ULTIMATE SHEAR OF BEAMS STRENGTHENED WITH CFRP SHEETS
ULTIMATE SHEAR OF BEAMS STRENGTHENED WITH CFRP SHEETS U. Ianniruberto and M. Imbimbo Department of Civil Engineering, University of Rome Tor Vergata Via di Tor Vergata 0, 0033, Rome, Italy SUMMARY: The
EFFECT OF SHEAR REINFORCEMENT ON FAILURE MODE OF RC BRIDGE PIERS SUBJECTED TO STRONG EARTHQUAKE MOTIONS
EFFECT OF SHEAR REINFORCEMENT ON FAILURE MODE OF RC BRIDGE PIERS SUBJECTED TO STRONG EARTHQUAKE MOTIONS Atsuhiko MACHIDA And Khairy H ABDELKAREEM SUMMARY Nonlinear D FEM was utilized to carry out inelastic
Fatigue failure mechanisms of thin-walled hybrid plate girders
Fatigue failure mechanisms of thin-walled hybrid plate girders Pavol Juhás1,* 1Institute of Technology and Business in České Budějovice, Department of Civil Engineering, Okružní 517/10, 37001 České Budějovice,
Tension Members. ENCE 455 Design of Steel Structures. II. Tension Members. Introduction. Introduction (cont.)
ENCE 455 Design of Steel Structures II. Tension Members C. C. Fu, Ph.D., P.E. Civil and Environmental Engineering Department University of Maryland Tension Members Following subjects are covered: Introduction
Shake Table Tests of Reinforced Concrete Bridge Columns Under Long Duration Ground Motions
6 th International Conference on Advances in Experimental Structural Engineering 11 th International Workshop on Advanced Smart Materials and Smart Structures Technology August 1-2, 2015, University of
POST-PEAK BEHAVIOR OF FRP-JACKETED REINFORCED CONCRETE COLUMNS
POST-PEAK BEHAVIOR OF FRP-JACKETED REINFORCED CONCRETE COLUMNS - Technical Paper - Tidarut JIRAWATTANASOMKUL *1, Dawei ZHANG *2 and Tamon UEDA *3 ABSTRACT The objective of this study is to propose a new
D Radaj, C M Sonsino and W Pricke. Fatigue assessment of welded joints by local approaches
D Radaj, C M Sonsino and W Pricke Fatigue assessment of welded joints by local approaches Second edition Foreword Preface Author contact details Introduction 1.1 Fatigue strength assessment of welded joints
FHWA Bridge Design Guidance No. 1 Revision Date: July 21, Load Rating Evaluation of Gusset Plates in Truss Bridges
FHWA Bridge Design Guidance No. 1 Revision Date: July 21, 2008 Load Rating Evaluation of Gusset Plates in Truss Bridges By Firas I. Sheikh Ibrahim, PhD, PE Part B Gusset Plate Resistance in Accordance
Conceptual question Conceptual question 12.2
Conceptual question 12.1 rigid cap of weight W t g r A thin-walled tank (having an inner radius of r and wall thickness t) constructed of a ductile material contains a gas with a pressure of p. A rigid
five Mechanics of Materials 1 ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SUMMER 2017 lecture
ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SUMMER 2017 lecture five mechanics www.carttalk.com of materials Mechanics of Materials 1 Mechanics of Materials MECHANICS MATERIALS
Karbala University College of Engineering Department of Civil Eng. Lecturer: Dr. Jawad T. Abodi
Chapter 05 Structural Steel Design According to the AISC Manual 13 th Edition Analysis and Design of Beams By Dr. Jawad Talib Al-Nasrawi University of Karbala Department of Civil Engineering 71 Introduction
Prediction of static response of Laced Steel-Concrete Composite beam using effective moment of inertia approach
Prediction of static response of Laced Steel-Concrete Composite beam using effective moment of inertia approach Thirumalaiselvi A 1, 2, Anandavalli N 1,2, Rajasankar J 1,2, Nagesh R. Iyer 2 1 Academy of
Mechanics of Solids. Mechanics Of Solids. Suraj kr. Ray Department of Civil Engineering
Mechanics Of Solids Suraj kr. Ray (surajjj2445@gmail.com) Department of Civil Engineering 1 Mechanics of Solids is a branch of applied mechanics that deals with the behaviour of solid bodies subjected
Damage Inspection of Fiber Reinforced Polymer-Concrete Systems using a Distant Acoustic-Laser NDE Technique
SPIE Smart Structures/NDE March 11, 2010, San Diego, CA Session 10: Civil Infrastructure Health Monitoring I Damage Inspection of Fiber Reinforced Polymer-Concrete Systems using a Distant Acoustic-Laser
twenty one concrete construction: shear & deflection ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SUMMER 2014 lecture
ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SUMMER 2014 lecture twenty one concrete construction: Copyright Kirk Martini shear & deflection Concrete Shear 1 Shear in Concrete
Steel Structures Design and Drawing Lecture Notes
Steel Structures Design and Drawing Lecture Notes INTRODUCTION When the need for a new structure arises, an individual or agency has to arrange the funds required for its construction. The individual or
TRANSVERSE PLATE-TO-SQUARE/RECTANGULAR HSS CONNECTIONS
TRANSVERSE PLATE-TO-SQUARE/RECTANGULAR HSS CONNECTIONS by Jeffrey A. Packer 1 1 Bahen/Tanenbaum Professor of Civil Engineering, University of Toronto, Ontario, Canada Some of the common types of plate-to-rectangular
Experimental Study and Numerical Simulation on Steel Plate Girders With Deep Section
6 th International Conference on Advances in Experimental Structural Engineering 11 th International Workshop on Advanced Smart Materials and Smart Structures Technology August 1-2, 2015, University of
Slip Critical Bolted Connections A Reliability Analysis for Design at the Ultimate Limit State
Slip Critical Bolted Connections A Reliability Analysis for Design at the Ultimate Limit State Report Prepared for The American Institute of Steel Construction by Gilbert Grondin, PhD, P.Eng. Professor
FINITE ELEMENT ANALYSIS OF TAPERED COMPOSITE PLATE GIRDER WITH A NON-LINEAR VARYING WEB DEPTH
Journal of Engineering Science and Technology Vol. 12, No. 11 (2017) 2839-2854 School of Engineering, Taylor s University FINITE ELEMENT ANALYSIS OF TAPERED COMPOSITE PLATE GIRDER WITH A NON-LINEAR VARYING
Civil Engineering Design (1) Design of Reinforced Concrete Columns 2006/7
Civil Engineering Design (1) Design of Reinforced Concrete Columns 2006/7 Dr. Colin Caprani, Chartered Engineer 1 Contents 1. Introduction... 3 1.1 Background... 3 1.2 Failure Modes... 5 1.3 Design Aspects...
On the Effects of Subgrade Erosion on the Contact Pressure Distribution under Rigid Surface Structures
TECHNICAL NOTES On the Effects of Subgrade Erosion on the Contact Pressure Distribution under Rigid Surface Structures M. Menaa ; M. A. Meguid ; and G. Assaf Abstract: The performance of rigid surface
APPENDIX G I-BEAM SUMMARIES 0.6-IN. STRAND G-1
APPENDIX G I-BEAM SUMMARIES.6-IN. STRAND G-1 Concrete Compressive Strength Embedment Length(L e ) Span Failure Mode Maximum Load Maximum Shear Maximum Moment Maximum Deflection attained Rebound after complete
Design of Steel Structures Prof. Damodar Maity Department of Civil Engineering Indian Institute of Technology, Guwahati
Design of Steel Structures Prof. Damodar Maity Department of Civil Engineering Indian Institute of Technology, Guwahati Module 7 Gantry Girders and Plate Girders Lecture - 3 Introduction to Plate girders
Curved Steel I-girder Bridge LFD Guide Specifications (with 2003 Edition) C. C. Fu, Ph.D., P.E. The BEST Center University of Maryland October 2003
Curved Steel I-girder Bridge LFD Guide Specifications (with 2003 Edition) C. C. Fu, Ph.D., P.E. The BEST Center University of Maryland October 2003 Guide Specifications (1993-2002) 2.3 LOADS 2.4 LOAD COMBINATIONS
**********************************************************************
Department of Civil and Environmental Engineering School of Mining and Petroleum Engineering 3-33 Markin/CNRL Natural Resources Engineering Facility www.engineering.ualberta.ca/civil Tel: 780.492.4235
Design of Axially-loaded Wide-flange Columns Subjected to Torsion Through One Flange. Riley Quintin
Design of Axially-loaded Wide-flange Columns Subjected to Torsion Through One Flange by Riley Quintin A thesis submitted in partial fulfillment of the requirements for the degree of Master of Science in
Modeling of Interfacial Debonding Induced by IC Crack for Concrete Beam-bonded with CFRP
Proceedings of the World Congress on Engineering 21 Vol II WCE 21, June 2 - July 1, 21, London, U.K. Modeling of Interfacial Debonding Induced by IC Crack for Concrete Beam-bonded with CFRP Lihua Huang,
A q u a b l u e a t t h e G o l d e n M i l e
A q u a b l u e a t t h e G o l d e n M i l e H a t o R e y, P u e r t o R i c o G e n e r a l B u i l d i n g I n f o r m a t i o n Building Facts: 7-story parking structure + luxury apartments 900,000
QUESTION BANK Composite Materials
QUESTION BANK Composite Materials 1. Define composite material. 2. What is the need for composite material? 3. Mention important characterits of composite material 4. Give examples for fiber material 5.
SHEAR CAPACITY OF REINFORCED CONCRETE COLUMNS RETROFITTED WITH VERY FLEXIBLE FIBER REINFORCED POLYMER WITH VERY LOW YOUNG S MODULUS
SHEAR CAPACITY OF REINFORCED CONCRETE COLUMNS RETROFITTED WITH VERY FLEXILE FIER REINFORCED POLYMER WITH VERY LOW YOUNG S MODULUS Hu Shaoqing Supervisor: Susumu KONO ** MEE8165 ASTRACT FRP with low Young
Deterministic and stochastic investigation of welded, high strength steel T joint
Szakály Ferenc Student, MSc in Computational Structural Engineering, BUTE (M.Sc.) Deterministic and stochastic investigation of welded, high strength steel T joint Scientific Student s Association Thesis
Composite bridge design (EN1994-2) Bridge modelling and structural analysis
EUROCODES Bridges: Background and applications Dissemination of information for training Vienna, 4-6 October 2010 1 Composite bridge design (EN1994-2) Bridge modelling and structural analysis Laurence
Aim of the study Experimental determination of mechanical parameters Local buckling (wrinkling) Failure maps Optimization of sandwich panels
METNET Workshop October 11-12, 2009, Poznań, Poland Experimental and numerical analysis of sandwich metal panels Zbigniew Pozorski, Monika Chuda-Kowalska, Robert Studziński, Andrzej Garstecki Poznan University
Theoretical and Experimental Study on Steel Plate Shear Wall with Unequal Columns
AUT Journal of Civil Engineering AUT J. Civil Eng., (1) (018) 103-114 DOI: 10.060/ajce.017.145.513 Theoretical and Experimental Study on Steel Plate Shear Wall with Unequal Columns P. Mousavi Qieh-Qeshlaghi,
CIVE 2700: Civil Engineering Materials Fall Lab 2: Concrete. Ayebabomo Dambo
CIVE 2700: Civil Engineering Materials Fall 2017 Lab 2: Concrete Ayebabomo Dambo Lab Date: 7th November, 2017 CARLETON UNIVERSITY ABSTRACT Concrete is a versatile construction material used in bridges,
ISSN: ISO 9001:2008 Certified International Journal of Engineering Science and Innovative Technology (IJESIT) Volume 2, Issue 4, July 2013
Delamination Studies in Fibre-Reinforced Polymer Composites K.Kantha Rao, Dr P. Shailesh, K. Vijay Kumar 1 Associate Professor, Narasimha Reddy Engineering College Hyderabad. 2 Professor, St. Peter s Engineering
CONNECTION DESIGN. Connections must be designed at the strength limit state
CONNECTION DESIGN Connections must be designed at the strength limit state Average of the factored force effect at the connection and the force effect in the member at the same point At least 75% of the
Low Cycle Fatigue Behavior of a Reduced End Plate Moment Connection (T-Stub)
American J. of Engineering and Applied Sciences 4 (4): 477-484, 011 ISSN 1941-700 014 C. Lim et al., This open access article is distributed under a Creative Commons Attribution (CC-BY) 3.0 license Low
db = 23.7 in B C D 96 k bf = 8.97 in tf = in k = 1.09 in 13 Fy = 50 ksi Fu = 65 ksi Member A-B, Interior column: A E
line B1, second floor. t = thickness of connected part Pu = factored load to be resisted d = diameter of the bolt eb = one-half the depth of the beam, in. ec = one-half the depth of the column, in. Hub
EVALUATION OF DEBONDING ENERGY RELEASE RATE OF EXTERNALLY BONDED FRP SHEETS FOR REHABILITATION OF INFRASTRUCTURES
EVALUATION OF DEBONDING ENERGY RELEASE RATE OF EXTERNALLY BONDED FRP SHEETS FOR REHABILITATION OF INFRASTRUCTURES Koji YAMAGUCHI 1, Isao KIMPARA 1, and Kazuro KAGEYAMA 1 1 Department of Environmental &
Active shear planes of bolted connections failing in block shear
University of Wollongong Research Online Faculty of Engineering and Information Sciences - Papers: Part A Faculty of Engineering and Information Sciences 2013 Active shear planes of bolted connections
林保均 / Pao-Chun Lin. National Center for Research on Earthquake Engineering M.S. / Civil Engineering Department, National Taiwan University
Seismic Design of WES-BRB and Gusset Connections 林保均 / Pao-Chun Lin Assistant Researcher National Center for Research on Earthquake Engineering M.S. / Civil Engineering Department, National Taiwan University
Application nr. 7 (Connections) Strength of bolted connections to EN (Eurocode 3, Part 1.8)
Application nr. 7 (Connections) Strength of bolted connections to EN 1993-1-8 (Eurocode 3, Part 1.8) PART 1: Bolted shear connection (Category A bearing type, to EN1993-1-8) Structural element Tension
CHAPTER 4. Stresses in Beams
CHAPTER 4 Stresses in Beams Problem 1. A rolled steel joint (RSJ) of -section has top and bottom flanges 150 mm 5 mm and web of size 00 mm 1 mm. t is used as a simply supported beam over a span of 4 m
Sabah Shawkat Cabinet of Structural Engineering Walls carrying vertical loads should be designed as columns. Basically walls are designed in
Sabah Shawkat Cabinet of Structural Engineering 17 3.6 Shear walls Walls carrying vertical loads should be designed as columns. Basically walls are designed in the same manner as columns, but there are
Roadway Grade = m, amsl HWM = Roadway grade dictates elevation of superstructure and not minimum free board requirement.
Example on Design of Slab Bridge Design Data and Specifications Chapter 5 SUPERSTRUCTURES Superstructure consists of 10m slab, 36m box girder and 10m T-girder all simply supported. Only the design of Slab
PREDICTION OF THE CYCLIC BEHAVIOR OF MOMENT RESISTANT BEAM-TO-COLUMN JOINTS OF COMPOSITE STRUCTURAL ELEMENTS
SDSS Rio 21 STABILITY AND DUCTILITY OF STEEL STRUCTURES E. Batista, P. Vellasco, L. de Lima (Eds.) Rio de Janeiro, Brazil, September 8-1, 21 PREDICTION OF THE CYCLIC BEHAVIOR OF MOMENT RESISTANT BEAM-TO-COLUMN
BUCKLING MODE CLASSIFICATION OF MEMBERS WITH OPEN THIN-WALLED CROSS-SECTIONS
CIMS 4 Fourth International Conference on Coupled Instabilities in Metal Structures Rome, Italy, 27-29 September, 24 BUCKLING MODE CLASSIFICATION OF MEMBERS WITH OPEN THIN-WALLED CROSS-SECTIONS S. ÁDÁNY,
Bridge deck modelling and design process for bridges
EU-Russia Regulatory Dialogue Construction Sector Subgroup 1 Bridge deck modelling and design process for bridges Application to a composite twin-girder bridge according to Eurocode 4 Laurence Davaine
Unified Design Criteria for Steel Cantilever Plate Connection Elements. Pouya Salem
Unified Design Criteria for Steel Cantilever Plate Connection Elements by Pouya Salem A thesis submitted in partial fulfillment of the requirements for the degree of Doctor of Philosophy in STRUCTURAL
3.11 Concluding Remarks
Examples of fully integrated shearheads are all ACI-type shearheads, Tobler Walm, Composite cruciform and so forth. The behaviour of such systems is governed by composite action which again is strongly
Chapter 7: Bending and Shear in Simple Beams
Chapter 7: Bending and Shear in Simple Beams Introduction A beam is a long, slender structural member that resists loads that are generally applied transverse (perpendicular) to its longitudinal axis.
Design of a Multi-Storied RC Building
Design of a Multi-Storied RC Building 16 14 14 3 C 1 B 1 C 2 B 2 C 3 B 3 C 4 13 B 15 (S 1 ) B 16 (S 2 ) B 17 (S 3 ) B 18 7 B 4 B 5 B 6 B 7 C 5 C 6 C 7 C 8 C 9 7 B 20 B 22 14 B 19 (S 4 ) C 10 C 11 B 23
In-plane Shear Lag of Bolted Connections
Missouri University of Science and Technology Scholars' Mine International Specialty Conference on Cold- Formed Steel Structures (2012) - 21st International Specialty Conference on Cold-Formed Steel Structures
Mechanics of Materials Primer
Mechanics of Materials rimer Notation: A = area (net = with holes, bearing = in contact, etc...) b = total width of material at a horizontal section d = diameter of a hole D = symbol for diameter E = modulus
Performance Modeling Strategies for Modern Reinforced Concrete Bridge Columns
Performance Modeling Strategies for Modern Reinforced Concrete Bridge Columns Michael P. Berry Marc O. Eberhard University of Washington Project funded by the Pacific Earthquake Engineering Research Center
Sensitivity and Reliability Analysis of Nonlinear Frame Structures
Sensitivity and Reliability Analysis of Nonlinear Frame Structures Michael H. Scott Associate Professor School of Civil and Construction Engineering Applied Mathematics and Computation Seminar April 8,
Numerical Modeling and Analyses of Steel Bridge Gusset Plate Connections
Portland State University PDXScholar Dissertations and Theses Dissertations and Theses 1-1-2011 Numerical Modeling and Analyses of Steel Bridge Gusset Plate Connections Thomas Sidney Kay Portland State
Timber and Steel Design. Lecture 11. Bolted Connections
Timber and Steel Design Lecture 11 Bolted Connections Riveted Connections Types of Joints Failure of Joints Bearing & Friction connections Truss Joints Shear and Tension on Bolt S U R A N A R E E UNIVERSITY
Bond-Slip Characteristics between Cold-Formed Metal and Concrete
Missouri University of Science and Technology Scholars' Mine International Specialty Conference on Cold- Formed Steel Structures (2014) - 22nd International Specialty Conference on Cold-Formed Steel Structures
2903. Research on transverse distribution coefficient of external prestressing and carbon fiber reinforced beam
2903. Research on transverse distribution coefficient of external prestressing and carbon fiber reinforced beam Chunling Zhong 1, Xiaohui Cong 2, Yunlong Zhang 3, Jing Wang 4 Jilin Jianzhu University,
DEFORMATION CAPACITY OF OLDER RC SHEAR WALLS: EXPERIMENTAL ASSESSMENT AND COMPARISON WITH EUROCODE 8 - PART 3 PROVISIONS
DEFORMATION CAPACITY OF OLDER RC SHEAR WALLS: EXPERIMENTAL ASSESSMENT AND COMPARISON WITH EUROCODE 8 - PART 3 PROVISIONS Konstantinos CHRISTIDIS 1, Emmanouil VOUGIOUKAS 2 and Konstantinos TREZOS 3 ABSTRACT
Abstract Block shear is a mode of failure in which a steel member fails in tension along one plane and shear on a
Abstract Block shear is a mode of failure in which a steel member fails in tension along one plane and shear on a perpendicular plane along the fasteners. The design process for block shear has been at
Buckling-Restrained Braced Frame Connection Design and Testing
Brigham Young University BYU ScholarsArchive All Theses and Dissertations 2007-07-19 Buckling-Restrained Braced Frame Connection Design and Testing Bradly B. Coy Brigham Young University - Provo Follow
Appendix K Design Examples
Appendix K Design Examples Example 1 * Two-Span I-Girder Bridge Continuous for Live Loads AASHTO Type IV I girder Zero Skew (a) Bridge Deck The bridge deck reinforcement using A615 rebars is shown below.
DETERMINATION OF EI FOR PULTRUDED GFRP SHEET PILE PANELS. Abstract
DETERMINATION OF EI FOR PULTRUDED GFRP SHEET PILE PANELS Yixin Shao, Cynthia Giroux and Zeid Bdeir McGill University Montreal, Quebec, Canada Abstract The flexural rigidity, EI, plays an especially important
An Increase in Elastic Buckling Strength of Plate Girder by the Influence of Transverse Stiffeners
GRD Journals- Global Research and Development Journal for Engineering Volume 2 Issue 6 May 2017 ISSN: 2455-5703 An Increase in Elastic Buckling Strength of Plate Girder by the Influence of Transverse Stiffeners
International Journal of Scientific & Engineering Research, Volume 7, Issue 5, May ISSN
International Journal of Scientific & Engineering Research, Volume 7, Issue 5, May-2016 36 EXPERIMENTAL STUDY OF THE BEHAVIOUR OF INTERFACES BETWEEN CARBON FIBRE REINFORCED POLYMERS AND SC SOIL S. Subburaj
SKIN-STRINGER DEBONDING AND DELAMINATION ANALYSIS IN COMPOSITE STIFFENED SHELLS
SKIN-STRINER DEBONDIN AND DELAMINATION ANALYSIS IN COMPOSITE STIFFENED SHELLS R. Rikards, K. Kalnins & O. Ozolinsh Institute of Materials and Structures, Riga Technical University, Riga 1658, Latvia ABSTRACT
CHAPTER 3 THE EFFECTS OF FORCES ON MATERIALS
CHAPTER THE EFFECTS OF FORCES ON MATERIALS EXERCISE 1, Page 50 1. A rectangular bar having a cross-sectional area of 80 mm has a tensile force of 0 kn applied to it. Determine the stress in the bar. Stress
FRACTURE MECHANICS APPROACHES STRENGTHENING USING FRP MATERIALS
Fracture Mechanics of Concrete Structures Proceedings FRAMCOS-3 AEDIFICATIO Publishers, D-79104 Freiburg, Germany FRACTURE MECHANICS APPROACHES STRENGTHENING USING FRP MATERIALS Triantafillou Department
ME Final Exam. PROBLEM NO. 4 Part A (2 points max.) M (x) y. z (neutral axis) beam cross-sec+on. 20 kip ft. 0.2 ft. 10 ft. 0.1 ft.
ME 323 - Final Exam Name December 15, 2015 Instructor (circle) PROEM NO. 4 Part A (2 points max.) Krousgrill 11:30AM-12:20PM Ghosh 2:30-3:20PM Gonzalez 12:30-1:20PM Zhao 4:30-5:20PM M (x) y 20 kip ft 0.2
FE-Analysis of Stringer-to-floor-beam Connections in Riveted Railway Bridges
FE-Analysis of Stringer-to-floor-beam Connections in Riveted Railway Bridges By Mohammad Al-Emrani 1 and Robert Kliger 2 Department of Structural Engineering Chalmers University of Technology, SE-412 96
Appendix J. Example of Proposed Changes
Appendix J Example of Proposed Changes J.1 Introduction The proposed changes are illustrated with reference to a 200-ft, single span, Washington DOT WF bridge girder with debonded strands and no skew.
EARTHQUAKE SIMULATION TESTS OF BRIDGE COLUMN MODELS DAMAGED DURING 1995 KOBE EARTHQUAKE
EARTHQUAKE SIMULATION TESTS OF BRIDGE COLUMN MODELS DAMAGED DURING 1995 KOBE EARTHQUAKE J. Sakai 1, S. Unjoh 2 and H. Ukon 3 1 Senior Researcher, Center for Advanced Engineering Structural Assessment and
Canadian Journal of Civil Engineering. RHS-to-RHS Axially Loaded X-Connections near an Open Chord End. Journal: Canadian Journal of Civil Engineering
Canadian Journal of Civil Engineering RHS-to-RHS Axially Loaded X-Connections near an Open Chord End Journal: Canadian Journal of Civil Engineering Manuscript ID cjce-2017-0148.r1 Manuscript Type: Article
Computational Analysis for Composites
Computational Analysis for Composites Professor Johann Sienz and Dr. Tony Murmu Swansea University July, 011 The topics covered include: OUTLINE Overview of composites and their applications Micromechanics
Fatigue Resistance of Angle Shape Shear Connector used in Steel-Concrete Composite Slab
Fatigue Resistance of Angle Shape Shear Connector used in Steel-Concrete Composite Slab A dissertation submitted to the Graduate School of Engineering of Nagoya University in partial fulfillment of the
Tuesday, February 11, Chapter 3. Load and Stress Analysis. Dr. Mohammad Suliman Abuhaiba, PE
1 Chapter 3 Load and Stress Analysis 2 Chapter Outline Equilibrium & Free-Body Diagrams Shear Force and Bending Moments in Beams Singularity Functions Stress Cartesian Stress Components Mohr s Circle for
Multi Disciplinary Delamination Studies In Frp Composites Using 3d Finite Element Analysis Mohan Rentala
Multi Disciplinary Delamination Studies In Frp Composites Using 3d Finite Element Analysis Mohan Rentala Abstract: FRP laminated composites have been extensively used in Aerospace and allied industries
Impact resistance of laterally confined fibre reinforced concrete plates
Materials and Structures/Matériaux et Constructions, Vol. 34, December 2001, pp 612-618 SCIENTIFIC REPORTS Impact resistance of laterally confined fibre reinforced concrete plates P. Sukontasukkul 1, S.
THE DEVELOPMENT OF A COMPONENT-BASED CONNECTION ELEMENT FOR ENDPLATE CONNECTIONS IN FIRE
THE DEVELOPMENT OF A COMPONENT-BASED CONNECTION ELEMENT FOR ENDPLATE CONNECTIONS IN FIRE FLORIAN BLOCK 1, IAN BURGESS 2, BUICK DAVISON 3 and ROGER PLANK 4 ABSTRACT This paper describes the development
Structural behaviour of GFRP beams subjected to concentrated loads: experimental tests, numerical modeling and analytical study
Structural behaviour of GFRP beams subjected to concentrated loads: experimental tests, numerical modeling and analytical study Lourenço Almeida Fernandes, IST/DE Civil Abstract: GFRP composites have shown
ASSESSMENT OF THE EFFECTIVENESS OF NSM-CFRP FLEXURAL STRENGTHENING CONFIGURATIONS FOR CONTINUOUS RC SLABS
AEMENT OF TE EFFECTIVENE OF NM-CFRP FLEXURAL TRENGTENING CONFIGURATION FOR CONTINUOU RC LAB Matteo Breveglieri Joaquim A.O. Barros Gláucia M. Dalfré Alessandra Aprile Abstract The experimental programs