WIND ACTION EVALUATION ON TENSION ROOFS OF HYPERBOLIC PARABOLOID SHAPE
|
|
- Mervyn Lucas
- 5 years ago
- Views:
Transcription
1 BBAA VI International Colloquium on: Bluff Bodies Aerodynamics & Applications Milano, Italy, July, WIND ACTION EVALUATION ON TENSION ROOFS OF HYPERBOLIC PARABOLOID SHAPE Fabio Rizzo a, Piero D Asdia a,lorenzo Procino b a Università degli Studi G. D Annunzio, Chieti-Pescara b Università degli Studi di Firenze KEYWORD: Aerodynamic, hyperbolic paraboloid, cable. ABSTRACT Within the Ph.D course in design of structure one of the authors is working on the design of tension roofs with medium to large span, with particular attention to their cable structure. This kind of structures are light and characterized by innovative construction materials and technical elements such as conditioning, lighting, etc. The design of tension roofs is always striving towards technological and structure innovation in order to build lighter and lighter structures to cover ever larger spans. Tension structures are in line with the new contemporary architectural concept of space, allowing for the construction of a large free space where the flexibility and the modifiability of structures are the most important prerequisites. [1] Tension structures meet the demand for structures that only need basic planned maintenance and have a good seismic performance, too. In Italy, this constructive typology has been neglected so far and even ignored by building regulations; in fact no mandatory standards have been set for the design and construction of these structures, except for temporary constructions. The shape selected for a parameterization leading to an optimized design of this kind of structures is the hyperbolic paraboloid. This research work followed two consecutive steps: the first was aimed at developing an optimized procedure of preliminary design for the cable structure [3]; the second was focussed on the study of the wind action on these structures. The procedure of preliminary design consists in evaluating prefixed cable spans and sags, the minimum values of pretensions and areas of the two series of cables (load bearing and stabilizing) so as to maintain the cable stress within the limit value under the two opposite load configurations: maximum snow load and maximum depression of wind. By using the procedure for a set of values of span and sags, a statistical sample of different roof shapes has been produced. Having in mind the design of sport palaces, swimming-pools, meeting rooms, we have taken into account another geometrical parameter (in the following Hb) measuring the distance between the roof and the ground floor. This parameter has been added to the span/sag ratio in the experimental tests in the wind tunnel. In fact, the model is built in two different heights. In the second phase of the work, experimental tests were performed in the CRIACIV s wind tunnel in Prato, in order to assess the wind action on tension roofs with a hyperbolic paraboloid shape. While there are precise indications for shells, slopes and domes, in Italy there are no wind regulations for this shape. No prescriptions are provided in the new CNR for the calculation of the wind action, either. 1
2 From the statistical sample of different geometrical shapes that under study, (about one thousand different configurations) some configurations were selected to be tested in the wind tunnel in order to highlight their aerodynamic behaviour and calculate the pressure coefficients. Three different shape of buildings were chosen: square, circular and rectangular, i.e. the most common shapes for sport palaces. All wind tunnel wood models are constructed with two different roof heights (sum of the load bearing cable s sag and the stabilizing cable s sag) obtained by changing the height of the ground level with an additional base. The ratio between the two sags of the two sets of cables is 2. The stabilizing cable sag is twice the bearing cable sag. This ratio provides an optimized cables stress under extreme loads. The tests programme and an outline of the geometrical parameters used are presented below Tab. (1).[2] Aerodynamic tests performed: Square Mod. (L,max = 80.0 cm) p.7 f1+f2 = 1/6 Lmax Hb = 1/6 L p.8 f1+f2 = 1/6 Lmax; Hb = 1/3 L p.1 f1+f2 = 1/10 Lmax; Hb = 1/6 L p.2 f1+f2 = 1/10 Lmax; Hb = 1/3 L Rectangular Mod. (L1<L2) (L,max = 80.0 cm) p.3 f1+f2 = 1/6 Lmax Hb = 1/6 L p.4 f1+f2 = 1/6 Lmax; Hb = 1/3 L p.5 f1+f2 = 1/10 Lmax; Hb = 1/6 L p.6 f1+f2 = 1/10 Lmax; Hb = 1/3 L Circular Mod. (L,max = 80.0 cm) p.9 f1+f2 = 1/6 Lmax Hb = 1/6 L p.9 w.r. f1+f2 = 1/6 Lmax Hb = 1/6 L Reduced roughness p.10 f1+f2 = 1/6 Lmax; Hb = 1/3 L p.10 w.r. f1+f2 = 1/6 Lmax; Hb = 1/3 L Reduced roughness p.11 f1+f2 = 1/10 Lmax; Hb = 1/6 L p.12 f1+f2 = 1/10 Lmax; Hb = 1/3 L Square Mod. (L,max = 40.0 cm) p.13 f1+f2 = 1/6 Lmax Hb = 1/6 L Table 1: The tests programme and an outline of the geometrical parameters used All models have about pressure take-offs that are distributed on the roofs and on the four lateral surfaces. The dimensions of twelve models are equal to 80 cm (L1, L2) whereas the dimensions of only one are equal to half this size (40 cm) in order to assess the influence of the model scale factor on the vortex-shedding.[4] The wind tunnel test speed is 20 m/s and for each model the measures have been obtained for 16 angles of incidence of the wind. The boundary layers are developed with a city-configuration in the wind tunnel. Some pictures of the tests are (reported) shown below Fig. (1)-(7). 2
3 Figure 1: f1+f2 = 1/10 Lmax; Hb = 1/6 L Figure 2: f1+f2 = 1/10 Lmax; Hb = 1/3 L Figure 3: p.1 test f1+f2 = 1/10 Lmax; Hb = 1/6 L Figure 4: p.2 test f1+f2 = 1/10 Lmax; Hb = 1/3 L Figure 5: p.11 model f1+f2 = 1/10 Lmax; Hb = 1/6 L (Reduced roughness) Figure 6: p.11 test 6: f1+f2 = 1/10 Lmax; Hb = 1/6 L Figure 7: p.12 test f1+f2 = 1/10 Lmax; Hb = 1/3 L The roughness of the lateral surface in the circular model was increased in order to try to obtain the correct values (with a Reynolds number high) in wind tunnel where the Reynolds number is low Fig. (5) (7). However, two tests with a low Reynolds number were carried out in order to evaluate the influence of this variable. Another aerodynamic test was performed, the Particle image velocimetry tests (PIV) Tab. (2), in order to obtain data for the third phase of the work that consists in a fluid dynamic simulation. This simulation has a double purpose: to simulate the wind tunnel environment in order to evaluate other geometrical shapes and to study the vortex-shedding in the threedimensional space. The present work aim is to describe an approach to tension roof design, starting from geometry and a preliminary design, a numeric computation and an aerodynamic evaluation resulting in an optimized design. While needing some further processing, the findings already 3
4 First A. Author, Second B. Author and Third C. Author show that the aerodynamic behaviour varies considerably from one shape to another when the same curvature is maintained and also when a second curvature is introduced. Pictures of Particle image velocimetry tests Test data Measuring angles Frequency: 20 Hz Speed: 11 m/s Profile: city Acquisition: 15 Hz cross-correlation: interrogation area: 32x32 pixels overlap: 25% Low-pass Gaussian: With=1/k^2 = 0.3; k= angle up-wind middle 90 angle down-wind up-wind middle down-wind Table 2: Particle image velocimetry tests REFERENCES: [1] P. D Asdia, F. Rizzo, V. Sepe Wind action and optimezed shape of a tension roof: Pescara s roof stadium. Proceeding of INVENTO 2006, Pescara, Italy, June, (in Italian). [2] P. Biagini, C. Borri, M. Majowiecki, M. Orlando, L. Procino. BLWT tests and design loads on the roof of the New Olympic Stadium in Piraeus. Journal of Wind Engineering and Industrial Aerodynamics 94, , [3] W. D. Pilkey. Mechanics of structures variational and computazional methods. W. Wunderlich, CRC Press. 4
5 [4] G. Bartoli, C. Costanzo, F. Ricciardelli. Characterisation of pressure on build s surface with a separate flow Proceeding of INVENTO 2006, Pescara, Italy, June, (in Italian). 5
Fabio Rizzo 1, Piero D Asdia 2, Massimiliano Lazzari 3
EACWE 5 Florence, Italy 19 th 23 rd July 2009 Flying Sphere image Museo Ideale L. Da Vinci Aerodynamic behaviour of hyperbolic paraboloid shaped roofs: wind tunnel tests Fabio Rizzo 1, Piero D Asdia 2,
More informationINNOVATIVE SOLUTIONS FOR LONG-SPAN SUSPENSION BRIDGES
BBAA VI International Colloquium on: Bluff Bodies Aerodynamics & Applications Milano, Italy, July, 2-24 28 INNOVATIVE SOLUTIONS FOR LONG-SPAN SUSPENSION BRIDGES Gianni Bartoli, Piero D Asdia, Sofia Febo,
More informationFabio Rizzo 1, Piero D Asdia 2, Massimiliano Lazzari 3, Giuseppe Olivato 4
EACWE 5 Florence, Italy 19 th 23 rd July 29 Flying Sphere image Museo Ideale L. Da Vinci Aerodynamic behaviour of hyperbolic paraboloid shaped roofs: POD and CFD analysis Fabio Rizzo 1, Piero D Asdia 2,
More informationSimilarly, in order to determine the galloping instability critical point, a relation derived from quasi-steady galloping theory is also available. It
The Seventh International Colloquium on Bluff Body Aerodynamics and Applications (BBAA7) Shanghai, China; September -6, 1 Coupling investigation on Vortex-induced vibration and Galloping of rectangular
More informationWind tunnel sectional tests for the identification of flutter derivatives and vortex shedding in long span bridges
Fluid Structure Interaction VII 51 Wind tunnel sectional tests for the identification of flutter derivatives and vortex shedding in long span bridges J. Á. Jurado, R. Sánchez & S. Hernández School of Civil
More informationelements remain in high frequency region and sometimes very large spike-shaped peaks appear. So we corrected the PIV time histories by peak cutting an
The Seventh International Colloquium on Bluff Body Aerodynamics and Applications (BBAA7) Shanghai, China; September 2-6, 2012 LES of fluctuating wind pressure on a 3D square cylinder for PIV-based inflow
More informationTHE EFFECT OF SAMPLE SIZE, TURBULENCE INTENSITY AND THE VELOCITY FIELD ON THE EXPERIMENTAL ACCURACY OF ENSEMBLE AVERAGED PIV MEASUREMENTS
4th International Symposium on Particle Image Velocimetry Göttingen, Germany, September 7-9, 00 PIV 0 Paper 096 THE EFFECT OF SAMPLE SIZE, TURBULECE ITESITY AD THE VELOCITY FIELD O THE EXPERIMETAL ACCURACY
More informationSimulation of Flow around a Surface-mounted Square-section Cylinder of Aspect Ratio Four
Simulation of Flow around a Surface-mounted Square-section Cylinder of Aspect Ratio Four You Qin Wang 1, Peter L. Jackson 2 and Jueyi Sui 2 1 High Performance Computing Laboratory, College of Science and
More informationSECTIONAL AERODYNAMIC FORCES AND THEIR LONGITUDINAL CORRELATION ON A VIBRATING 5:1 RECTANGULAR CYLINDER
BBAA VI International Colloquium on: Bluff Bodies Aerodynamics & Applications Milano, Italy, July, -4 8 SECTIONAL AERODYNAMIC FORCES AND THEIR LONGITUDINAL CORRELATION ON A VIBRATING 5:1 RECTANGULAR CYLINDER
More information1) the intermittence of the vortex-shedding regime at the critical angle of incidence in smooth flow; ) the inversion of the lift coefficient slope at
The Seventh International Colloquium on Bluff Body Aerodynamics and Applications (BBAA7) Shanghai, China; September -6, 01 Experimental investigation on the aerodynamic behavior of square cylinders with
More informationBasis of Structural Design
Basis of Structural Design Course 2 Structural action: cables and arches Course notes are available for download at http://www.ct.upt.ro/users/aurelstratan/ Structural action Structural action: the way
More informationCharacteristics of a Force Loads on Structures. Dead Load. Load Types Dead Live Wind Snow Earthquake. Load Combinations ASD LRFD
Architecture 314 Structures I Characteristics of a Force Loads on Structures Load Types Dead Live Wind Snow Earthquake Load Combinations ASD LRFD University of Michigan, TCAUP Structures I Slide 1 of 27
More informationEQUIVALENT STATIC WIND LOADS ON TALL BUILDINGS
BBAA VI International Colloquium on: Bluff Bodies Aerodynamics & Applications Milano, Italy, July, 24 8 EQUIVALENT STATIC WIND LOADS ON TALL BUILDINGS Stefano Pastò, Luca Facchini, Lorenzo Procino, Paolo
More informationExperimental Investigation of the Aerodynamic Forces and Pressures on Dome Roofs: Reynolds Number Effects
Experimental Investigation of the Aerodynamic Forces and Pressures on Dome Roofs: Reynolds Number Effects *Ying Sun 1), Ning Su 2), Yue Wu 3) and Qiu Jin 4) 1), 2), 3), 4) Key Lab of Structures Dynamic
More informationFlow Characteristics around an Inclined Circular Cylinder with Fin
Lisbon, Portugal, 7- July, 28 Flow Characteristics around an Inclined Circular Cylinder with Fin Tsuneaki ISHIMA, Takeshi SASAKI 2, Yoshitsugu GOKAN 3 Yasushi TAKAHASHI 4, Tomio OBOKATA 5 : Department
More information2 Experimental arrangement The test is carried out in the wind tunnel of TJ-3 atmospheric boundary layer in the State Key Laboratory of Disaster Reduc
Extreme value distribution of surface aerodynamic pressure of hyperbolic cooling tower X. P. Liu, L. Zhao, Y. J. Ge State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University,
More informationINTERFERENCE EXCITATION MECHANISMS ON CAARC BUILDING MODEL
BBAA VI International Colloquium on: Bluff Bodies Aerodynamics & Applications Milano, Italy, July, 0-4 008 INTERFERENCE EXCITATION MECHANISMS ON CAARC BILDING MODEL K.S. Wong, K. C. S. Kwok,, and P. A.
More informationPIV study for the analysis of planar jets in cross-flow at low Reynolds number
PIV study for the analysis of planar jets in cross-flow at low Reynolds number Vincenti I., Guj G., Camussi R., Giulietti E. University Roma TRE, Department of Ingegneria Meccanica e Industriale (DIMI),
More informationFlutter instability controls of long-span cable-supported bridge by investigating the optimum of fairing, spoiler and slot
Flutter instability controls of long-span cable-supported bridge by investigating the optimum of fairing, spoiler and slot Duy Hoa Pham 1), *Van My Nguyen 2) 1) National University of Civil Engineering,
More informationComptes Rendus Mecanique
C. R. Mecanique 338 (2010) 12 17 Contents lists available at ScienceDirect Comptes Rendus Mecanique www.sciencedirect.com Vortex-induced vibration of a square cylinder in wind tunnel Xavier Amandolèse
More informationRESPONSE OF BRIDGES TO STEADY AND RANDOM WIND LOAD Wind analysis of the Hardanger Supsension Bridge
EUROSTEEL 2008, 3-5 September 2008, Graz, Austria RESPONSE OF BRIGES TO STEAY AN RANOM WIN LOA Wind analysis of the Hardanger Supsension Bridge Andreas omaingo a, Johann Stampler a, orian Janjic a a TV
More informationTIME-AVERAGED PHENOMENOLOGICAL INVESTIGATION OF A WAKE BEHIND A BLUFF BODY
BBAA VI International Colloquium on: Bluff Bodies Aerodynamics & Applications Milano, Italy, July, 20 24 2008 TIME-AVERAGED PHENOMENOLOGICAL INVESTIGATION OF A WAKE BEHIND A BLUFF BODY G.M.R. Van Raemdonck
More informationspectively. Each catwalk consists of 1 ropes with a diameter of 31.5 mm and a safety apparatus consisting of wire mesh, a wooden step, and a hand post
The eventh International Colloquium on Bluff Body Aerodynamics and Applications (BBAA7) hanghai, China; eptember -6, 1 Dynamic wind actions on catwalk structures oon-duck Kwon a, Hankyu Lee b, eungho Lee
More informationWIND LOADS ON OPEN-TOPPED OIL STORAGE TANKS
BBAA VI International Colloquium on: Bluff Bodies Aerodynamics & Applications Milano, Italy, July, 20-24 2008 WIND LOADS ON OPEN-TOPPED OIL STORAGE TANKS Yasushi Uematsu, Choongmo Koo, and Koji Kondo Department
More informationDimensional Analysis and Similarity
Dimensional Analysis and Similarity Introduction - The Purposes and Usefulness of Dimensional Analysis Dimensional analysis is a very powerful tool, not just in fluid mechanics, but in many disciplines.
More informationWE COVER EVERYTHING UNDER THE SUN DOME STRUCTURES TIMBER-ZERO CARBON
WE COVER EVERYTHING UNDER THE SUN DOME STRUCTURES TIMBER-ZERO CARBON The Ensphere Concept Ensphere is a radical departure from traditional structural systems. It is based on the simple concept that any
More informationcoh R 1/2 K x = S R 1R 2 (K x) S R 1 (K) S R 2 (K) (3) Davenport (1961) proposed one of the first heuristic root-coherence expressions for longitudina
The Seventh International Colloquium on Bluff Body Aerodynamics and Applications (BBAA7) Shanghai China; September 2-6 2012 Investigation of spatial coherences of aerodynamic loads on a streamlined bridge
More informationEffect of Blockage on Spanwise Correlation in a Circular Cylinder Wake
Effect of Blockage on Spanwise Correlation in a Circular Cylinder Wake H. M. Blackburn Department of Mechanical Engineering, Monash University May 15, 2003 Summary A short series of experiments was conducted
More informationother hand, when the upper rivulet is at the position nearest to the leading stagnation point, the rivulet thickness is minimum, and the shear layer s
The Seventh International Colloquium on Bluff Body Aerodynamics and Applications (BBAA7) Shanghai, China; September 2-6, 2012 Aerodynamic force coefficients of plain bridge cables in wet conditions Giulia
More informationExperimental Aerodynamics. Experimental Aerodynamics
Lecture 3: Vortex shedding and buffeting G. Dimitriadis Buffeting! All structures exposed to a wind have the tendency to vibrate.! These vibrations are normally of small amplitude and have stochastic character!
More informationdv dx Slope of the shear diagram = - Value of applied loading dm dx Slope of the moment curve = Shear Force
Beams SFD and BMD Shear and Moment Relationships w dv dx Slope of the shear diagram = - Value of applied loading V dm dx Slope of the moment curve = Shear Force Both equations not applicable at the point
More informationDiscrete Analysis A Method to determine the Internal Forces of Lattices
Discrete Analysis A Method to determine the Internal Forces of Lattices Thomas KOHLHAMMER PhD Student ETH Zurich Zurich, Switzerland Toni KOTNIK Senior Researcher ETH Zurich Zurich, Switzerland kohlhammer@arch.ethz.ch
More informationDual Vortex Structure Shedding from Low Aspect Ratio, Surface-mounted Pyramids
Dual Vortex Structure Shedding from Low Aspect Ratio, Surface-mounted Pyramids Robert J. Martinuzzi Department of Mechanical and Manufacturing Engineering Schulich School of Engineering University of Calgary
More informationGünter Schewe DLR Institut für Aeroelastik Göttingen, Germany
EACWE 5 Florence, Italy 19 th 23 rd July 2009 Flying Sphere image Museo Ideale L. Da Vinci Reynolds-Number-Effects in Flow around a rectangular Cylinder with Aspect Ratio 1:5 Günter Schewe DLR Institut
More informationLEE-SIDE FLOW SIMULATIONS OF CRUCIFORM WING- BODY CONFIGURATIONS AT INCOMPRESSIBLE MACH NUMBERS
LEE-SIDE FLOW SIMULATIONS OF CRUCIFORM WING- BODY CONFIGURATIONS AT INCOMPRESSIBLE MACH NUMBERS Janine Versteegh* ** *University of the Witwatersrand **Council for Scientific and Industrial Research (CSIR)
More informationSuspended Beam Roof with Pylons
Cable Supported Structures George.Hearn@colorado.edu 25 Suspended Beam Roof with Pylons A roof structure is a suspended beam. The roof span is 200 ft. Main cable sag is 20 ft. Suspender length varies.
More informationINFLUENCE OF HIGHER MODES ON THE DYNAMIC RESPONSE OF IRREGULAR AND REGULAR TALL BUILDINGS
BBAA VI International Colloquium on: Bluff Bodies Aerodynamics & Applications Milano, Italy, July, -4 8 INFLUENCE OF HIGHER MODES ON THE DYNAMIC RESPONSE OF IRREGULAR AND REGULAR TALL BUILDINGS Seymour
More informationThe Islamic University of Gaza Department of Civil Engineering ENGC Design of Spherical Shells (Domes)
The Islamic University of Gaza Department of Civil Engineering ENGC 6353 Design of Spherical Shells (Domes) Shell Structure A thin shell is defined as a shell with a relatively small thickness, compared
More informationAerodynamic Loads in Open Air of High Speed Trains: Analysis of Experimental Data
Paper 54 Abstract The homologation of high-speed trains is a demanding and expensive procedure. In particular, the evaluation of train slipstream according to the standard TSI, 2008 is divided in two different
More informationON THE REVISION OF WIND-RESISTANT DESIGN MANUAL FOR HIGHWAY BRIDGES
ON THE REVISION OF WIND-RESISTANT DESIGN MANUAL FOR HIGHWAY BRIDGES by Hiroshi Sato 1) and Nobuyuki Hirahara 2) ABSTRACT The existing Wind Resistant Design Manual for Highway Bridges was outlined first.
More informationEXPERIMENTAL VERIFICATION OF A GENERIC BUFFETING LOAD MODEL FOR HIGH-RISE AND LONG-SPAN STRUCTURES
EXPERIMENTAL VERIFICATION OF A GENERIC BUFFETING LOAD MODEL FOR HIGH-RISE AND LONG-SPAN STRUCTURES Robin G. SROUJI, Kristoffer HOFFMANN Svend Ole Hansen ApS, Denmark rgs@sohansen.dk, kho@sohansen.dk Svend
More informationForcing the shear layer of a backward-facing step flow
Forcing the shear layer of a backward-facing step flow using DBD plasma actuator J.-L. Aider* T. Duriez* J. E. Wesfreid* G. Artana *Laboratoire PMMH UMR7636 CNRS ESPCI - France Laboratorio de FluidoDynamica
More informationMiddle East Technical University Department of Mechanical Engineering ME 305 Fluid Mechanics I Fall 2018 Section 4 (Dr.
Middle East Technical University Department of Mechanical Engineering ME 305 Fluid Mechanics I Fall 2018 Section 4 (Dr. Sert) Study Set 7 Reading Assignment R1. Read the section Common Dimensionless Groups
More informationSolar Updraft Power Plants: a new aerodynamic phenomenon in the design of ultra-high towers
Solar Updraft Power Plants: a new aerodynamic phenomenon in the design of ultra-high towers Francesca Lupi 1, Claudio Borri 1, Hans-Jürgen Niemann 2, Udo Peil 3 1 University of Florence, Florence, Italy
More informationSOME OBSERVATIONS ON THE THEORETICAL PREDICTION OF STRENGTH AND CLARITY INSIDE HIGHLY DIFFUSING ROOMS
SOME OBSERVATIONS ON THE THEORETICAL PREDICTION OF STRENGTH AND CLARITY INSIDE HIGHLY DIFFUSING ROOMS PACS number: 43.55.Gx Ettore Cirillo; Francesco Martellotta Dipartimento di Fisica Tecnica Politecnico
More informationOWL: Further steps in designing the telescope mechanical structure and in assessing its performance
OWL: Further steps in designing the telescope mechanical structure and in assessing its performance Enzo Brunetto, Franz Koch, Marco Quattri European Southern Observatory ABSTRACT The baseline concept
More informationUrban Pattern Geometry and its Potential Energy Efficiency
DOI: 10.14621/tna.20170104 Urban Pattern Geometry and its Potential Energy Efficiency Anna Yunitsyna* 1, Ernest Shtepani 2 1 Department of Architecture, Epoka University Tirana, Albania; ayunitsyna@epoka.edu.al
More informationBallast Flying Risk Assessment Method for High Speed Line. ²ALTEN, Paris, France ;
Ballast Flying isk Assessment Method for High Speed Line G. saussine, E. Allain, N. Paradot, V. Gaillot, SNCF, Paris, France ; ²ALTEN, Paris, France ;. Introduction With the development of High Speed Lines,
More informationAn experimental study of flow induced vibration of a flexible model riser
Proceedings of Acoustics 212 - Fremantle 21-23 November 212, Fremantle, Australia An eperimental study of flow induced vibration of a fleible model riser Ji Lu (1), Duc K Do (2) and Jie Pan (1) (1) School
More informationRelationship between Unsteady Fluid Force and Vortex Behavior around a Discoid Airfoil Simulating a Hand of Swimmer
45 * Relationship between Unsteady Fluid Force and Vortex Behavior around a Discoid Airfoil Simulating a Hand of Swimmer Hiroaki HASEGAWA, Department of Mechanical Engineering, Akita University Jun WATANABE,
More informationAdvanced aerostatic analysis of long-span suspension bridges *
44 Zhang / J Zhejiang Univ SCIENCE A 6 7(3):44-49 Journal of Zhejiang University SCIENCE A ISSN 9-395 http://www.zju.edu.cn/jzus E-mail: jzus@zju.edu.cn Advanced aerostatic analysis of long-span suspension
More informationINFLUENCE OF THE GEOMETRICAL PARAMETERS OF URBAN CANYONS ON THE CONVECTIVE HEAT TRANSFER COEFFICIENT
INFLUENCE OF THE GEOMETRICAL PARAMETERS OF URBAN CANYONS ON THE CONVECTIVE HEAT TRANSFER COEFFICIENT Andrea VALLATI a, Giorgio GALLI a, Chiara COLUCCi a, Pawel OCLON b,* a Department of DIAEE, Sapienza
More informationVibrations of Chimneys under the Action of the Wind
Porto, Portugal, 3 June - 2 July 214 A. Cunha, E. Caetano, P. Ribeiro, G. Müller (eds.) ISSN: 2311-92; ISBN: 978-972-752-165-4 Vibrations of Chimneys under the Action of the Wind Hans-Jürgen Niemann 1,
More informationCALCULATION OF THE CROSSWIND DISPLACEMENT OF PANTOGRAPHS
BBAA VI International Colloquium on: Bluff Bodies Aerodynamics & Applications Milano, Italy, July, 0-008 CALCULATION OF THE CROSSWIND DISPLACEMENT OF PANTOGRAPHS Abdessalem Bouferrouk *, Chris J Baker
More informationtwo structural analysis (statics & mechanics) APPLIED ACHITECTURAL STRUCTURES: DR. ANNE NICHOLS SPRING 2017 lecture STRUCTURAL ANALYSIS AND SYSTEMS
APPLIED ACHITECTURAL STRUCTURES: STRUCTURAL ANALYSIS AND SYSTEMS DR. ANNE NICHOLS SPRING 2017 lecture two structural analysis (statics & mechanics) Analysis 1 Structural Requirements strength serviceability
More informationModern techniques for effective wind load distributions on large roofs. John D. Holmes 1)
The 2012 World Congress on Advances in Civil, Environmental, and Materials Research (ACEM 12) Seoul, Korea, August 26-30, 2012 Keynote Paper Modern techniques for effective wind load distributions on large
More informationStructural behaviour of traditional mortise-and-tenon timber joints
Structural behaviour of traditional mortise-and-tenon timber joints Artur O. Feio 1, Paulo B. Lourenço 2 and José S. Machado 3 1 CCR Construtora S.A., Portugal University Lusíada, Portugal 2 University
More informationAnalysis Of Seismic Performance Of Fps Base Isolated Structures Subjected To Near Fault Events
Analysis Of Seismic Performance Of Fps Base Isolated Structures Subjected To Near Fault Events Luigi Petti, Fabrizio Polichetti, Bruno Palazzo Dipartimento di Ingegneria Civile dell Università degli Studi
More informationNon linear Detached Eddy Simulations on Supercomputing Facilities
Non linear Detached Eddy Simulations on Supercomputing Facilities Valerio D Alessandro 1, Sergio Montelpare 2, Renato Ricci 1 1 Dipartimento di Ingegneria Industriale e Scienze Matematiche Università Politecnica
More informationENGINEERING MECHANICS 2012 pp Svratka, Czech Republic, May 14 17, 2012 Paper #22
. 18 m 2012 th International Conference ENGINEERING MECHANICS 2012 pp. 1457 1464 Svratka, Czech Republic, May 14 17, 2012 Paper #22 EXPERIMENTAL AND NUMERICAL VERIFICATION OF VORTEX- INDUCED VIBRATION
More informationAircraft Structures Design Example
University of Liège Aerospace & Mechanical Engineering Aircraft Structures Design Example Ludovic Noels Computational & Multiscale Mechanics of Materials CM3 http://www.ltas-cm3.ulg.ac.be/ Chemin des Chevreuils
More informationWind Resistant Design AIJ Recommendations for Wind Loads on Buildings
Lecture 6 Wind Resistant Design AIJ Recommendations for Wind Loads on Buildings Tokyo Polytechnic University The 1st Century Center of Excellence Program Yukio Tamura Background Building Standard Law of
More informationAN EXPERIMENTAL WEB TENSION CONTROL SYSTEM: SYSTEM SET-UP
Advances in Production Engineering & Management 2 (2007) 4, 185-193 ISSN 1854-6250 Professional paper AN EXPERIMENTAL WEB TENSION CONTROL SYSTEM: SYSTEM SET-UP Giannoccaro, N.I. * ; Oishi, K. ** & Sakamoto,
More informationNon Linear Dynamic Analysis of Cable Structures
DINAME 2015 - Proceedings of the XVII International Symposium on Dynamic Problems of Mechanics V. Steffen, Jr; D.A. Rade; W.M. Bessa (Editors), ABCM, Natal, RN, Brazil, February 22-27, 2015 Non Linear
More informationVisualization of polymer relaxation in viscoelastic turbulent micro-channel flow
Supplementary Information for Visualization of polymer relaxation in viscoelastic turbulent micro-channel flow Authors: J. Tai, C. P. Lim, Y. C. Lam Correspondence to: MYClam@ntu.edu.sg This document includes:
More informationS TRUCTUR A L PR E- A N A LYSIS TA B LES
M a d e f o r b u i l d i n g b u i l t f o r l i v i n g S TRUTUR A L PR E- A N A LYSIS TA LES I M P R I N T KLH Massivholz GmbH Publisher and responsible for the content: KLH Massivholz GmbH Version:
More informationMaterials and Shape. Part 1: Materials for efficient structure. A. K. M. B. Rashid Professor, Department of MME BUET, Dhaka. Learning Objectives
MME445: Lecture 27 Materials and Shape Part 1: Materials for efficient structure A. K. M. B. Rashid Professor, Department of MME BUET, Dhaka Learning Objectives Knowledge & Understanding Understand the
More informationFluid Mechanics Prof. S.K. Som Department of Mechanical Engineering Indian Institute of Technology, Kharagpur
Fluid Mechanics Prof. S.K. Som Department of Mechanical Engineering Indian Institute of Technology, Kharagpur Lecture - 42 Flows with a Free Surface Part II Good morning. I welcome you to this session
More informationExperimental Investigation to Study Flow Characteristics over a Naca0018 Aerofoil and an Automobile Dome-A Comparative Study
Experimental Investigation to Study Flow Characteristics over a Naca0018 Aerofoil and an Automobile Dome-A Comparative Study M. Sri Rama Murthy 1, A. V. S. S. K. S. Gupta 2 1 Associate professor, Department
More informationOUTCOME 1 - TUTORIAL 3 BENDING MOMENTS. You should judge your progress by completing the self assessment exercises. CONTENTS
Unit 2: Unit code: QCF Level: 4 Credit value: 15 Engineering Science L/601/1404 OUTCOME 1 - TUTORIAL 3 BENDING MOMENTS 1. Be able to determine the behavioural characteristics of elements of static engineering
More informationAEROACOUSTIC INVESTIGATION OF THE EFFECT OF A DETACHED FLAT PLATE ON THE NOISE FROM A SQUARE CYLINDER
Abstract AEROACOUSTIC INVESTIGATION OF THE EFFECT OF A DETACHED FLAT PLATE ON THE NOISE FROM A SQUARE CYLINDER Aniket D. Jagtap 1, Ric Porteous 1, Akhilesh Mimani 1 and Con Doolan 2 1 School of Mechanical
More informationDirect (and Shear) Stress
1 Direct (and Shear) Stress 3.1 Introduction Chapter 21 introduced the concepts of stress and strain. In this chapter we shall discuss direct and shear stresses. We shall also look at how to calculate
More informationPrediction of wind load acting on telecommunication masts
Prediction of wind load acting on telecommunication masts Márton BALCZÓ Ph.D. Student, István GORICSÁN Ph.D., Ass. Professor Tamás LAJOS Ph.D., Dr.Sc. Professor, Tamás RÉGERT Ph.D. Ass. Professor, Budapest
More informationstorage tank, or the hull of a ship at rest, is subjected to fluid pressure distributed over its surface.
Hydrostatic Forces on Submerged Plane Surfaces Hydrostatic forces mean forces exerted by fluid at rest. - A plate exposed to a liquid, such as a gate valve in a dam, the wall of a liquid storage tank,
More informationDES140: Designing for Lateral-Torsional Stability in Wood Members
DES140: Designing for Lateral-Torsional Stability in Wood embers Welcome to the Lateral Torsional Stability ecourse. 1 Outline Lateral-Torsional Buckling Basic Concept Design ethod Examples In this ecourse,
More informationCharacterisation of a square back Ahmed body near wake flow
1ème Congrès Français de Mécanique Bordeaux, 6 au 3 août 13 Characterisation of a square back Ahmed body near wake flow A. Lahaye a,b, A. Leroy a, A. Kourta a a. PRISME Laboratory, University of Orléans
More informationWind generated waves on fabric structures. Chris J K Williams University of Bath
Wind generated waves on fabric structures Chris J K Williams University of Bath We want to design very light structures with the minimum of prestress. We will accept large displacements under wind provided
More informationAN INVESTIGATION OF THE AERODYNAMIC ADMITTANCES AND AERODYNAMIC WEIGHTING FUNCTIONS OF TRAINS
BBAA VI International Colloquium on: Bluff Bodies Aerodynamics & Applications Milano, Italy, July, -4 8 AN INVESTIGATION O THE AERODYNAMIC ADMITTANCES AND AERODYNAMIC WEIGHTING UNCTIONS O TRAINS Mark Sterling,
More informationQUALITATIVE INVESTIGATION OF THE MAIN FLOW FEATURES OVER A TGV
EUROMECH COLLOQUIUM 509 Vehicle Aerodynamics External Aerodynamics of Railway Vehicles, Trucks, Buses and Cars Berlin, Germany, March 24 25, 2009 QUALITATIVE INVESTIGATION OF THE MAIN FLOW FEATURES OVER
More informationOn the Dynamics of Suspension Bridge Decks with Wind-induced Second-order Effects
MMPS 015 Convegno Modelli Matematici per Ponti Sospesi Politecnico di Torino Dipartimento di Scienze Matematiche 17-18 Settembre 015 On the Dynamics of Suspension Bridge Decks with Wind-induced Second-order
More informationAn innovative method to measure stress distribution of a wind turbine model by thermoelasticity
An innovative method to measure stress distribution of a wind turbine model by thermoelasticity F. Castellani, M. Malerba, R. Marsili, A. Salviuolo Università degli Studi di Perugia - Dipartimento di Ingegneria
More informationAirborne LiDAR and Hyperspectral Data to Support the Seismic Vulnerability of Urban Environments
Airborne LiDAR and Hyperspectral Data to Support the Seismic Vulnerability of Urban Environments Antonio Costanzo 1, Antonio Montuori 1, Juan Pablo Silva 2, Malvina Silvestri 3, Massimo Musacchio 3, Maria
More informationReduced reliance on wind tunnel data
Reduced reliance on wind tunnel data The recreation of the industrial gust loads process, using CFD in place of experimental data Investigation of the underlying assumptions of the current industrial gust
More informationVIBRATION MEASUREMENT OF TSING MA BRIDGE DECK UNITS DURING ERECTION
VIBRATION MEASUREMENT OF TSING MA BRIDGE DECK UNITS DURING ERECTION Tommy CHAN Assistant Professor The Polytechnic University Ching Kwong LAU Deputy Director Highways Dept., Government Jan Ming KO Chair
More informationELECTRONIC AND ELECTROMECHANICAL CIRCUIT BREAKERS FOR ELECTRIC MOTORS
www.xenonitaly.it ELECTRONIC AND ELECTROMECHANICAL CIRCUIT BREAKERS FOR ELECTRIC MOTORS Type B03 B05 Type DTA DTB Type DEA DEB (1.0) Device selection page 2 page 3 page 4 page 5 ITAL-CAP S.r.l. - Via L
More information1 Introduction to shells
1 Introduction to shells Transparent Shells. Form, Topology, Structure. 1. Edition. Hans Schober. 2016 Ernst & Sohn GmbH & Co. KG. Published 2015 by Ernst & Sohn GmbH & Co. KG Z = p R 1 Introduction to
More informationDNS and experiments of flow past a wired cylinder at low Reynolds number
European Journal of Mechanics B/Fluids 23 (2004) 181 188 DNS and experiments of flow past a wired cylinder at low Reynolds number S. Sirisup a, G.E. Karniadakis a,,n.saelim b,d.rockwell b a Division of
More informationComparison of Numerical Prediction of Pressure Coefficient on Rectangular Small Building
May 26, Volume 3, Issue 5 Comparison of Numerical Prediction of Pressure Coefficient on Rectangular Small Building Neel M. Patel, 2 Satyen D. Ramani PG Student, Department of Civil Engineering, 2 Asst.
More informationAn efficient method to choose basic vectors for equivalent static wind loads of long span roofs
An efficient method to choose basic vectors for equivalent static wind loads of long span roofs * Nan Luo 1), Haili Liao 2) and Mingshui Li 3) 1), 2), 3) Research Centre for Wind Engineering, Southwest
More informationSlender Structures Load carrying principles
Slender Structures Load carrying principles Basic cases: Extension, Shear, Torsion, Cable Bending (Euler) v017-1 Hans Welleman 1 Content (preliminary schedule) Basic cases Extension, shear, torsion, cable
More informationSurface corona discharge along an insulating flat plate in air applied to electrohydrodynamically airflow control : electrical properties
Surface corona discharge along an insulating flat plate in air applied to electrohydrodynamically airflow control : electrical properties E Moreau (1), G Artana (2), G Touchard (1) (1) Laboratoire d Etudes
More informationDYNAMIC ANALYSIS OF WIND EFFECTS BY USING AN ARTIFICAL WIND FUNCTION
2008/3 PAGES 21 33 RECEIVED 15. 3. 2008 ACCEPTED 10. 7. 2008 J. GYÖRGYI, G. SZABÓ DYNAMIC ANALYSIS OF WIND EFFECTS BY USING AN ARTIFICAL WIND FUNCTION J. Györgyi, Prof Budapest University of Technology
More informationMechanics 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
More informationAn innovative OHL diagnosis procedure based on the pantograph dynamics measurements
An innovative OHL diagnosis procedure based on the pantograph dynamics measurements A. Collina*, F. Fossati**, F. Resta* * Dipartimento di Meccanica-Politecnico di Milano, Milano (Italy) **Dipartimento
More informationREDUCING THE ATHLETE S AERODYNAMIC RESISTANCE
Journal of Computational and Applied Mechanics, Vol. 8., No. 2., (2007), pp. 163 173 REDUCING THE ATHLETE S AERODYNAMIC RESISTANCE Luca Oggiano, Lars Saetran, Sveinung Loset, Ronny Winther Faculty of Engineering
More informationSTRUCTURAL ANALYSIS AND DEPLOYABLE DEVELOPMENT OF CABLE STRUT SYSTEMS SONG JIANHONG
STRUCTURAL ANALYSIS AND DEPLOYABLE DEVELOPMENT OF CABLE STRUT SYSTEMS SONG JIANHONG NATIONAL UNIVERSITY OF SINGAPORE 2007 STRUCTURAL ANALYSIS AND DEPLOYABLE DEVELOPMENT OF CABLE STRUT SYSTEMS SONG JIANHONG
More informationChapter (6) Geometric Design of Shallow Foundations
Chapter (6) Geometric Design of Shallow Foundations Introduction As we stated in Chapter 3, foundations are considered to be shallow if if [D (3 4)B]. Shallow foundations have several advantages: minimum
More informationThe use of wind tunnel facilities to estimate hydrodynamic data
The use of wind tunnel facilities to estimate hydrodynamic data Kristoffer Hoffmann 1,a, Johannes Tophøj Rasmussen 1, Svend Ole Hansen 1, Marit Reiso 2, Bjørn Isaksen 3, and Tale Egeberg Aasland 4 1 Svend
More information(Refer Slide Time: 01:00 01:01)
Strength of Materials Prof: S.K.Bhattacharya Department of Civil Engineering Indian institute of Technology Kharagpur Lecture no 27 Lecture Title: Stresses in Beams- II Welcome to the second lesson of
More informationABSTRACT INTRODUCTION
Numerical simulation of pulsating flow around a cube C. Dargent, D. Dartus, J. George Institut de Mecanique des Fluides de Toulouse, Avenue du Professeur Camille Soula, 31400 Toulouse, France ABSTRACT
More information