Use of MSC Nastran/Patran to Study Seismic Behavior of Building Steel Shear Walls
|
|
- Daniela Baldwin
- 6 years ago
- Views:
Transcription
1 REFERENCE Use of MSC Nastran/Patran to Study Seismic Behavior of Building Steel Shear Walls Abolhassan Astaneh-Asl, Ph.D.,P.E., Professor, University of California, Berkeley, USA Yongjiu Shi, Ph.D., Professor, Tsinghua University, Beijing, China.
2 What is a Steel Shear Wall? Steel shear walls studied here are steel plates welded to beams and columns in a building. Boundary Beam Steel Shear Wall Boundary Column The main role of a steel shear wall is to collect the lateral forces of earthquakes or winds in a building and transfer those forces, in shear, to the foundations and the ground. 27/04/2009 2
3 An Example of Steel Shear Wall Building The 30-story Kobe, Japan City Hall building was subjected to the 1995 Kobe earthquake (M=6.8) and had only very minor damage in one floor. The old lowrise City Hall lost top 3 floors Photo: M. Kanada and A. Astaneh-Asl 1995 Photo: A. Astaneh-Asl Photos Copyright ( ): A. Astaneh-Asl and M. Kanada 27/04/2009 3
4 Performance Criteria for Design of Structures: Structures are designed for Strength and Serviceability Structures should have enough strength to withstand maximum design forces applied to them. They also should have enough stiffness not to deform under normal service loads to the level that renders them not functional during their normal life. A copy of this report can be obtained from 27/04/2009 4
5 Design Procedures for Steel Shear Walls in the ANSI/AISC , A National Standard: Only strength criteria is considered in the current ANSI/AISc standard and no consideration is given to performance during service conditions such as service wind loads and during small and moderate earthquakes. The result is that high rises built using steel shear walls designed according to ANSI/AISC have relatively small stiffness and the shear walls in them can buckle under relatively small earthquakes and low winds under an inter-story drift value of L h 27/04/2009 5
6 Objective of Studies of Steel Shear Walls: To investigate validity of the current seismic design code provisions and recommend modifications. t Moment Shear h L In design of structures to resist seismic forces, provisions of the Seismic Provisions for Structural Steel Buildings, ANSI/AISC , A National Standard is used. 27/04/2009 6
7 The Basis of Seismic Design Procedures for Steel Shear Walls in the ANSI/AISC : Moment Shear In ANSI/AISC , the steel shear wall is assumed to resist only shear and no moment. The moment is assumed to be resisted entirely by the columns. This assumption is not realistic. t L h The wall plate is assumed to act as a series of diagonal tension bracing members. This assumption for very thin walls is OK but for actual walls used in buildings is unrealistic and does not represent actual behavior 1996 of the wall. V α Tension Field Forces Acting on the Boundary Elements V 27/04/2009 7
8 Design Procedures for Steel Shear Walls in the ANSI/AISC : -- Shear Strength of the Shear wall is given as: V n = (0.90)(0.42 Fy t w L cf sin2α ) where And; t w = thickness of the web L cf = clear distance between column flanges h = distance between beam centerlines A b = cross-sectional area of a beam A c = cross-sectional area of a column I c = moment of inertia of a column taken perpendicular to the direction of the web plate line L = distance between column centerlines --- The ratio of panel length to height, L/h, shall be limited to0.8 < L/h The columns should have a moment of inertia with respect to its axis perpendicular to the shear wall equal or greater than twh4/ Lcf 27/04/2009 8
9 Objective of Our Studies of Steel Shear Walls: To study the entire range of behavior of the steel shear wall in terms of variation of shear displacement versus applied shear force. In order to do such studies we used successfully the MSC.Nastran instead of conducting expensive and time consuming actual tests of physical specimens. Photo: A. Astaneh-Asl Photo: F. Samad 1996 One of the two test specimens of steel shear walls tested at UC-Berkeley, 1995 by Q. Zhao and A. Astaneh-Asl, before (left) and after testing (right) 27/04/2009 9
10 How Realistic is Simulation of Actual Tests of Steel Shear Walls Using MSC.Nastran? During the 2007 VPD conference, we presented the validation studies to show that MSC.Nastran can simulate the complex non-linear behavior of the actual test specimens of steel shear walls very realistically; including the very complex buckling behavior of the steel wall plates and columns. Specimen 1 Lubbel et al. Tests Specimen 2 Specimen 1 Specimen 2 Driver et al. Tests 27/04/
11 Simulating Behavior of Actual Steel Shear Walls Using MSC.Nastran Prediction of maximum strength of the shear walls using MSC.Nastran was also quite close considering the many inaccuracies introduced into the specimen during the production of material as well as construction and welding process. 27/04/
12 Parametric Studies of Steel Shear After we were satisfied with verification of test results and sufficient accuracy of the predictions of MSC.Nastran simulations, we embarked on parametric studies of steel shear walls. The study frame was a 9-story steel shear wall frame as shown below. The wall is the same as given in the Design Guide 20-Steel Plate Shear Walls, a publication of the American Institute of Steel Construction. Seismic or wind pushover forces Steel shear wall studied Close-up of one floor 27/04/
13 Parameters that were varied: Type of beam-to-column connections being either moment or simple connections. Beam Column Beam-tocolumn connection Study Frame 27/04/
14 Parameters that were varied: Cross section of the boundary columns were either W, T, or, I section to represent a variety in the column bending stiffness. All sections had the same area and same grade of steel. W T I 27/04/
15 Results Comparison of Buckling modes for all four cases indicated very negligible effect of bending stiffness of the columns. Columns: W Columns: T Columns: Columns: I 27/04/
16 Results Comparison of Von-Mises Stresses for all four cases indicated very negligible effect of bending stiffness of the columns. Columns: W Columns: T Columns: Columns: I 27/04/
17 Results Comparison of Von-Mises Stresses for all four cases indicated very negligible effect of bending stiffness of the columns. Columns: W Columns: T Columns: Columns: I 27/04/
18 Conclusions: MSC.Nastran was used successfully in this research and development project to simulate the complex yielding, material and geometric nonlinearities as well as buckling behavior of steel shear walls. Using the results of the analysis, we were able to establish that the current procedures in the ANSI/AISC Standard for seismic design of steel shear walls do not represent the actual behavior and needs revisions. MSC.Nastran can be a very useful tool not only in academic research, such as this one, but it can also be used very successfully in private sector design offices as well as government agencies for Performance- Based Design of structures subjected to natural and man-made extreme loads such as hurricanes, floods, storms, earthquakes, blasts, impact as well as gravity loads. 27/04/
19 Contact Details : For further information please contact Abolhassan Astaneh-Asl University of California, Berkeley 781 Davis Hall Department of Civil and Env. Engineering Univ. of California, Berkeley, CA USA Pone: (510) astaneh@ce.berkeley.edu 27/04/
Seismic Behavior of Composite Shear Wall Systems and Application of Smart Structures Technology
Steel Structures 7 (2007) 69-75 www.ijoss.org Seismic Behavior of Composite Shear Wall Systems and Application of Smart Structures Technology Qiuhong Zhao 1 and Abolhassan Astaneh-Asl 2, * 1 Assistant
More informationSEISMIC BEHAVIOR AND DESIGN OF STEEL SHEAR CONNECTIONS WITH FLOOR SLABS
SEISMIC BEHAVIOR AND DESIGN OF STEEL SHEAR CONNECTIONS WITH FLOOR SLABS Judy LIU 1 And Abolhassan ASTANEH-ASL 2 SUMMARY The 1994 Northridge earthquake raised many questions regarding welded steel moment
More informationCYCLIC BEHAVIOR OF AN INNOVATIVE STEEL SHEAR WALL SYSTEM
13 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 2004 Paper No. 2576 CYCLIC BEHAVIOR OF AN INNOVATIVE STEEL SHEAR WALL SYSTEM Qiuhong ZHAO 1 and Abolhassan ASTANEH-ASL
More informationCYCLIC BEHAVIOR OF TRADITIONAL AND INNOVATIVE COMPOSITE SHEAR WALLS
13 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 2004 Paper No. 2578 CYCLIC BEHAVIOR OF TRADITIONAL AND INNOVATIVE COMPOSITE SHEAR WALLS Qiuhong ZHAO 1 and Abolhassan
More informationTHE STUDY OF THE OVER STRENGTH FACTOR OF STEEL PLATE SHEAR WALLS BY FINITE ELEMENT METHOD
THE STUDY OF THE OVER STRENGTH FACTOR OF STEEL PLATE SHEAR WALLS BY FINITE ELEMENT METHOD Mahin Abdollahzadeh 1, *Arman Kabiri 1 and Ramin Amjadi 2 1 Department of Civil Engineering, Islamic Azad University,
More information30 kip/ft (Dead load) 5 ft. 20 ft
UNIVERSITY OF CALIFORNIA, BERKELEY Dept. of Civil and Environmental Engineering Spring Semester 2017 Structural Engineering, Mechanics and Materials Ph.D. Preliminary Examination: Design Consider the frame
More informationInvestigation of the behavior of stiffened steel plate shear walls with Finite element method
Technical Journal of Engineering and Applied Sciences Available online at www.tjeas.com 2014 TJEAS Journal-2014-4-2/67-73 ISSN 2051-0853 2014 TJEAS Investigation of the behavior of stiffened steel plate
More informationCouncil on Tall Buildings
Structure Design of Sino Steel (Tianjin) International Plaza Xueyi Fu, Group Chief Engineer, China Construction Design International 1 1 Brief of Project 2 Location: Tianjin Xiangluowan Business District
More informationNonlinear Behavior and Dissipated Energy of Knee Braced Frames Based on Cyclic Analysis
International Journal of Emerging Trends in Engineering and Development Issue 3, Vol.5 (September 213) Nonlinear Behavior and Dissipated Energy of Knee Braced Frames Based on Cyclic Analysis Sed-Y. Jamalvandi
More informationNON-LINEAR BEHAVIOR OF STEEL PLATE SHEAR WALL WITH LARGE RECTANGULAR OPENING
NON-LINEAR BEHAVIOR OF STEEL PLATE SHEAR WALL WITH LARGE RECTANGULAR OPENING Ardeshir DEYLAMI 1 And Hossein DAFTARI 2 SUMMARY Steel plate shear walls have been used more and more in the steel structures
More informationStructural Engineering, Mechanics, and Materials. Preliminary Exam - Structural Design
Fall Semester 2018 Preliminary Exam - Structural Design A small building is located in downtown Berkeley. The structural system, either structural steel or reinforced concrete, comprises gravity framing
More informationWire-rope Bracing System with Central Cylinder,
Wire-rope Bracing System with Central Cylinder, element Finite Element based application Based Application N. Fanaie & S. Aghajani Khajeh Nasiroddin Toosi University of Technology, Tehran, Iran SUMMARY:
More informationFinite Element Analysis of Thin Steel Plate Shear Walls
World Academy of Science, Engineering and Technology 58 29 Finite Element Analysis of Thin Steel Plate Shear Walls M. Lashgari, Azad University of Kermanshah, Iran Abstract Steel plate shear walls (SPSWs)
More informationSEISMIC VULNERABILITY ASSESSMENT OF STEEL PIPE SUPPORT STRUCTURES
10NCEE Tenth U.S. National Conference on Earthquake Engineering Frontiers of Earthquake Engineering July 21-25, 2014 Anchorage, Alaska SEISMIC VULNERABILITY ASSESSMENT OF STEEL PIPE SUPPORT STRUCTURES
More informationA Parametric Study on the Influence of Semi-Rigid Connection Nonlinearity on Steel Special Moment Frames
A Parametric Study on the Influence of Semi-Rigid Connection Nonlinearity on Steel Special Moment Frames T. Metin 1, A. Sarıtaş 2, 1 RNT Energy LC., Ankara, Turkey, tmetin@rntenerji.com 2 Department of
More informationAnalysis of RCC Building Considering the Effect of Variation in Thickness of Steel Plate Shear Wall
Analysis of RCC Building Considering the Effect of Variation in Thickness of Steel Plate Shear Wall Abstract The effects of the introduction of steel plate shear walls in buildings, on the bending moments,
More informationCTBUH Technical Paper
CTBUH Technical Paper http://technicalpapers.ctbuh.org Subject: Paper Title: Building Case Study Structural Engineering Steel Plate Shear Walls, Efficient Structural Solution for Slender High-rise in China
More informationAn Important note from the Principal Investigator Abolhassan ASTANEH-ASL on the document that follows:
An Important note from the Principal Investigator Abolhassan ASTANEH-ASL on the document that follows: October 9, 2013 The following PowerPoint was presented at a meeting of Civil Engineering Student Honor
More informationDevelopment of a New Steel Moment Connection
Proceedings of the World Congress on Civil, Structural, and Environmental Engineering (CSEE 16) Prague, Czech Republic March 3 31, 216 Paper No. ICSENM 116 DOI: 1.11159/icsenm16.116 Development of a New
More informationWhat is a Steel Plate Shear Wall (SPSW) and How Does It Work?
Earthquake Engineering Abstract Introduction Earthquake engineering is the branch of engineering that focuses on the design and analysis of structures with earthquake risk concerns. The main goal of earthquake
More informationA Performance Based Evaluation of a Wall- Frame Structure Employing the Pushover Analysis Tool
A Performance Based Evaluation of a Wall- Frame Structure Employing the Pushover Analysis Tool Kiran Kamath 1, Jose Camilo Karl Barbosa Noronha 2, Sachin Hirannaiah 3 Professor, Dept. of Civil Engineering,
More informationSurvey and Testing of Pre-1988 Braced Frame Structures From The West Coast of the United States
Survey and Testing of Pre-1988 Braced Frame Structures From The West Coast of the United States Dan Sloat 1, Charles W. Roeder 2, Dawn E. Lehman 3, and Jeffrey W. Berman 4 1 Graduate Student, Dept. of
More informationOverview of Presentation. SCBFs are Conceptually Truss Structures
Ultimate Strength and Inelastic Behavior of Braced Frame Gusset Plate Connections Charles W. Roeder University of Washington Department of Civil and Environmental Engineering Seattle, WA 98195 Structural
More informationA study on the stiffness effects of link beam on the behavior of coupling shear wall
A study on the stiffness effects of link beam on the behavior of coupling shear wall Seyyed Mahmoud Sheikhaleslamzadeh 1* and Taner Yilmaz 2 1 Department of Civil Engineering, Shabestar Branch, Islamic
More informationCOMPARISON OF LOW-RISE STEEL CHEVRON AND SUSPENDED ZIPPER BRACED FRAMES
Eighth International Conference on ADVANCES IN STEEL STRUCTURES Lisbon, Portugal, July -4, 15 COMPARISON OF LOW-RISE STEEL CHEVRON AND SUSPENDED ZIPPER BRACED FRAMES Yigit Ozcelik*, Afsin Saritas** and
More informationSimi Aboobacker 1 and Nisha Varghese 2
Numerical Simulation of Special Concentrically Braced Frame Structure using OpenSEES Simi Aboobacker 1 and Nisha Varghese 2 PG Student, Dept. of Civil Engineering, Vidya Academy of Science and Technology,
More informationAN IMPROVED PROCEDURE FOR CAPACITY DESIGN OF VERTICAL BOUNDARY ELEMENTS IN STEEL PLATE SHEAR WALLS
AN IMPROVED PROCEDURE FOR CAPACITY DESIGN OF VERTICA BOUNDARY EEMENTS IN STEE PATE SHEAR WAS J.W. Berman and M. Bruneau Assistant Professor, Dept. of Civil and Environmental Engineering, University of
More informationTHE EFFECTS OF FRAME DEFORMATION ON WELDED GUSSET PLATES FOR DIAGONAL BRACING ELEMENTS LOADED IN TENSION
Advanced Steel Construction Vol. 8, No. 4, pp. 398-421 (2012) 398 THE EFFECTS OF FRAME DEFORMATION ON WELDED GUSSET PLATES FOR DIAGONAL BRACING ELEMENTS LOADED IN TENSION J. Kent Hsiao 1,*, Donald W. Tempinson
More informationPal. Jour. V.16, I.3, 2017, Copyright 2017 by Palma Journal, All Rights Reserved Available online at:
Pal. Jour. V.6, I., 7, 85-9 Copyright 7 by Palma Journal, All Rights Reserved Available online at: http://palmajournal.org/ The Investigation and Comparison of Roof Drift in Bending Steel Frames with Discontinuous
More informationTruss Analysis for Evaluating the Behavior of Reinforced Concrete Moment-Resisting Frames with Poorly Reinforcing Details
October 12-17, 28, Beijing, China Truss Analysis for Evaluating the Behavior of Reinforced Concrete Moment-Resisting Frames with Poorly Reinforcing Details Yung-Chin Wang 1, Kai Hsu 2 1 Associate Professor,
More informationBehavior and Characteristics of Innovative Composite Plate Shear Walls
Available online at www.sciencedirect.com Procedia Engineering 14 (2011) 3205 3212 The Twelfth East Asia-Pacific Conference on Structural Engineering and Construction Behavior and Characteristics of Innovative
More informationThe Effect of Frame Geometry on the Seismic Response of Self-Centering Concentrically- Braced Frames
International Journal of Civil and Environmental Engineering 6 212 The Effect of Frame Geometry on the Seismic Response of Self-Centering Concentrically- Braced Frames David A. Roke and M. R. Hasan Abstract
More informationNON-LINEAR STRUCTURAL INTEGRITY ANALYSIS
NON-LINEAR STRUCTURAL INTEGRITY ANALYSIS AHMAD RAHIMIAN, PhD, PE, SE Dr. Ahmad Rahimian., PE, SE is President of Cantor Seinuk Structural Engineers in New York City. An expert in the behaviour of steel
More informationSeismic Retrofitting of Moment-Resisting Connections Using Beam Web Opening
Seismic Retrofitting of Moment-Resisting Connections Using Beam Web Opening A. Deylami Professor, Dept. of Structural Engineering, Amirkabir University of Technology, Tehran, Iran M. Aminifar Msc Structural
More informationSeismic performance of ductile shear wall frame systems
Seismic performance of ductile shear wall frame systems C. NEAGU, D. DUBINA, F. DINU Department of Steel Structures and Structural Mechanics University Politehnica of Timisoara Ioan Curea 1 ROMANIA calin.neagu@ct.upt.ro
More informationComparison of Chevron and Suspended Zipper Braced Steel Frames
9 th International Congress on Advances in Civil Engineering, 27-30 September 2010 Karadeniz Technical University, Trabzon, Turkey Comparison of Chevron and Suspended Zipper Braced Steel Frames A. Y. Ozcelik
More informationResponse Evaluation of Braced Frames with Suspended Zipper Struts and Chevron Braced Frames in Near-Fault Earthquake Ground Motions
American Journal of Sustainable Cities and Society Issue 2, Vol. 1 Jan- Dec 213 Response Evaluation of Braced Frames with Suspended Zipper Struts and Chevron Braced Frames in Near-Fault Earthquake Ground
More informationSTRUCTURAL CALCULATIONS SEISMIC EVALUATION PEER REVIEW
STRUCTURAL CALCULATIONS SEISMIC EVALUATION PEER REVIEW Of Long Beach City Hall Long Beach, CA Prepared for: City of Long Beach Department of Public Works 333 West Ocean Boulevard Long Beach, CA Prepared
More informationDuctility and Ultimate Strength of Eccentric Braced Frame
2011 International Conference on Advanced Materials Engineering IPCSIT vol.15 (2011) (2011) IACSIT Press, Singapore Ductility and Ultimate Strength of Eccentric Braced Frame Seyed Hamid Hashemi + Assistant
More informationBehavior of Steel Beam to Concrete Filled Tubular Steel Joints after Exposure to Fire
October 12-17, 28, Beijing, China Behavior of Steel Beam to Concrete Filled Tubular Steel Joints after Exposure to Fire Jing-Si Huo 1 ; Lin-Hai Han 2 ; Yong-Chang Wang 3 1 Associate Professor, College
More informationInterpretation of SECTION 12 DESIGN AND DETAILING FOR EARTHQUAKE LOADS IS
Interpretation of SECTION 12 DESIGN AND DETAILING FOR EARTHQUAKE LOADS 12.1 General IS 800-2007 Steel frames shall be so designed and detailed as to give them adequate strength, stability and ductility
More informationEffect of Geometry of Vertical Rib Plate on Cyclic Behavior of Steel Beam to Built-up Box Column Moment Connection
Available online at www.sciencedirect.com Procedia Engineering 14 (2011) 3010 3018 The Twelfth East Asia-Pacific Conference on Structural Engineering and Construction Effect of Geometry of Vertical Rib
More informationCE 591 Fall 2013 Lecture 21: Beam-Column Connections
CE 591 Fall 2013 Lecture 21: Beam-Column Connections Connection Types Connection Classification Schemes Preview of Beam-Column Connections Limit States AISC B3.6 Types of Connections Categorized by amount
More informationSeismic Evaluation of Steel Moment Resisting Frame Buildings with Different Hysteresis and Stiffness Models
Seismic Evaluation of Steel Moment Resisting Frame Buildings with Different Hysteresis and Stiffness Models ABSTRACT : Jiwook Shin 1 and Kihak Lee 2* 1 M.S. student, Dept. of Architectural Engineering,
More informationNumerical Investigations on Steel Plate Shear Walls Stiffened and Un-stiffened
Numerical Investigations on Steel Plate Shear Walls Stiffened and Un-stiffened Priya S Jain 1, Prashanth S 2 Research Scholar, Department of civil Engineering, M.S.Ramaiah Institute of Technology, Bangalore,
More informationSeismic Performance Assessment of Different Types of Eccentric Braced Systems
IJIRST International Journal for Innovative Research in Science & Technology Volume 3 Issue 04 September 2016 ISSN (online): 2349-6010 Seismic Performance Assessment of Different Types of Eccentric Braced
More informationResearch Article Research on the Behavior of the Steel Plated Shear Wall by Finite Element Method
Journal of Structures Volume 213, Article ID 756253, 9 pages http://dx.doi.org/1.1155/213/756253 Research Article Research on the Behavior of the Steel Plated Shear Wall by Finite Element Method S. M.
More informationCouncil on Tall Buildings. and Urban Habitat BACKGROUND SECTION STEEL REINFORCED CONCRETE SHEAR WALL STEEL PLATE COMPOSITE SHEAR WALL
BACKGROUND CATALOG SECTION STEEL REINFORCED CONCRETE SHEAR WALL STEEL PLATE COMPOSITE SHEAR WALL STEEL PLATE SHEAR WALL CONCLUSION BACKGROUND With the rapid development of our economy and advancement of
More informationTHE EXTENDED N2 METHOD IN SEISMIC DESIGN OF STEEL FRAMES CONSIDERING SEMI-RIGID JOINTS
THE EXTENDED N2 METHOD IN SEISMIC DESIGN OF STEEL FRAMES CONSIDERING SEMI-RIGID JOINTS Paulina KROLO 1, Mehmed CAUSEVIC 2 and Mladen BULIC 3 ABSTRACT In this paper the nonlinear static seismic analysis
More informationSeismic Performance Of R C Flat-Slab Building Structural Systems
Research Paper Volume 2 Issue 9 May 2015 International Journal of Informative & Futuristic Research ISSN (Online): 2347-1697 Seismic Performance Of R C Flat-Slab Building Paper ID IJIFR/ V2/ E9/ 027 Page
More informationPUSHOVER ANALYSIS (NON-LINEAR STATIC ANALYSIS) OF RC BUILDINGS USING SAP SOFTWARE
PUSHOVER ANALYSIS (NON-LINEAR STATIC ANALYSIS) OF RC BUILDINGS USING SAP SOFTWARE PROJECT REFERENCE NO. : 37S0221 COLLEGE : DAYANANDA SAGAR COLLEGE OF ENGINEERING, BANGALORE BRANCH : CIVIL ENGINEERING
More informationEvaluation of Response Reduction Factor and Ductility Factor of RC Braced Frame
12 JOURNAL OF MATERIALS AND ENGINEERING STRUCTURES 2 (215) 12 129 Research Paper Evaluation of Response Reduction Factor and Ductility Factor of RC Braced Frame Kruti Tamboli, J. A. Amin * Department of
More informationsteelwise A Closer Look at Steel Plate Shear Walls
Your connection to ideas + answers steelwise January 2008 A Closer Look at Steel Plate Shear Walls By Jason Ericksen, S.E., and rafael sabelli, S.E. Addressed in AISC s Seismic Provisions and covered in
More informationBEHAVIOUR OF BUILDING FRAMES WITH STEEL PLATE SHEAR WALLS
ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING) VOL. 11, NO. 1 (2010) PAGES 95-102 BEHAVIOUR OF BUILDING FRAMES WITH STEEL PLATE SHEAR WALLS R.S. Londhe * and A.P. Chavan Department of Applied
More informationPushover Analysis of RC Bare Frame: Performance Comparison between Ductile and Non-ductile detailing
Pushover Analysis of RC Bare Frame: Performance Comparison between Ductile and Non-ductile detailing by Narender Bodige, Pradeep Kumar Ramancharla in Urban Safety of Mega Cities in Asia (USMCA) Report
More informationSeismic Performance of Flange Plate Connections to Built-up Box Columns
Seismic Performance of Flange Plate Connections to Built-up Box Columns A. Deylami, M. Tehranizadeh & M. Gholami Amirkabir University of Technology, Iran SUMMURY This paper presents analytical and experimental
More informationProject Title. Comparative Study of Shear wall in multistoried
Project Title Comparative Study of Shear wall in multistoried R.C. Building Student Detail 1. Patel Jigar A. (100780106052) 2. Patel Minku R. (090780106038) 3. Patel Jaimin P. (090780106016) BRANCH : CIVIL
More informationEffects of Circular Opening Dimensions on the Behavior of Steel Plate Shear Walls (SPSWs)
Effects of Circular Opening Dimensions on the Behavior of Steel Plate Shear Walls (SPSWs) H.Valizadeh¹, R.Shahinpar¹ and M.Sheidaii² 1- M.S. in Structural Engineering, Iran Marine Industrial Co. (SADRA)
More informationSeismic Behaviour of Different Bracing Systems in High Rise RCC Buildings
Seismic Behaviour of Different Bracing Systems in High Rise RCC Buildings Vijay Dnyandev Kamble 1, Dr. S Elavenil 2 P. G. Student 1, Professor 2 Structural Engineering Division, School of Mechanical and
More informationAn Innovative Method for the Seismic Retrofitting of Existing Steel Moment Frame Structures Using Side Plate Technology
An Innovative Method for the Seismic Retrofitting of Existing Steel Moment Frame Structures Using Side Plate Technology Behzad Rafezy 1, Quang Huynh 1, Henry Gallart 1, Mohammad Kheirollahi 2 1 SidePlate
More informationANALYSIS AND EVALUATION OF STRUCTURAL SYSTEMS WITH BRACING AND SHEAR WALL
ANALYSIS AND EVALUATION OF STRUCTURAL SYSTEMS WITH BRACING AND SHEAR WALL S. Praveen kumar 1, G. Augustine Maniraj Pandian 2 1 M. Tech. Student, structural Engineering, Department of Civil Engineering,
More informationOptimal Knee Bracing System and Orientation for High Rise Steel Buildings under lateral loads
Optimal Knee Bracing System and Orientation for High Rise Steel Buildings under lateral loads Pinky N.Artwani 1, Prof.D.H.Raval 2 1 P.G.student, Applied Mechanics, LDCE, Gujarat, India ABSTRACT In knee
More informationSeismic Behaviour of RC Shear Walls
Ductile Detailing of RC Structures :: IS:13920-1993 1993 Short Course on Seismic Design of RC Structures Durgesh C. Rai Department of Civil Engineering, IIT Kanpur The material contained in this lecture
More informationMiss. Sayli S Kamble. 1, Prof. Dr. D. N. Shinde 2 1 Department of civil Engineering, PVPIT Budhgaon, Shivaji university, Maharashtra, India.
Performance of RC Frame With and Without Bracing Pushover Analysis Miss. Sayli S Kamble. 1, Prof. Dr. D. N. Shinde 2 1 Department of civil Engineering, PVPIT Budhgaon, Shivaji university, Maharashtra,
More informationCYCLIC TESTING OF BOLTED CONTINUOUS I-BEAM-TO-HOLLOW SECTION COLUMN CONNECTIONS
10NCEE Tenth U.S. National Conference on Earthquake Engineering Frontiers of Earthquake Engineering July 21-25, 2014 Anchorage, Alaska CYCLIC TESTING OF BOLTED CONTINUOUS I-BEAM-TO-HOLLOW SECTION COLUMN
More informationWIRE-ROPE BRACING SYSTEM WITH ELASTO-PLASTIC DAMPERS FOR SEISMIC RESPONSE REDUCTION OF STEEL FRAMES
The 4 th World Conference on Earthquake Engineering October -7, 8, Beijing, China WIRE-ROPE BRACING SYSTEM WITH ELASTO-PLASTIC AMPERS OR SEISMIC RESPONSE REUCTION O STEEL RAMES X. Hou and H. Tagawa Graduate
More informationTests of R/C Beam-Column Joint with Variant Boundary Conditions and Irregular Details on Anchorage of Beam Bars
October 1-17, 8, Beijing, China Tests of R/C Beam-Column Joint with Variant Boundary Conditions and Irregular Details on Anchorage of Beam Bars F. Kusuhara 1 and H. Shiohara 1 Assistant Professor, Dept.
More informationON THE BEHAVIOROF CORRUGATED STEEL SHEAR WALLS WITH AND WTHOUT OPENINGS
ON THE BEHAVIOROF CORRUGATED STEEL SHEAR WALLS WITH AND WTHOUT OPENINGS Alireza Farzampour 1 and Mohammad Yekrangnia 2 ABSTRACT The nonlinear behavior of trapezoidal corrugated steel shear walls with rectangular
More informationThe Effect of Axial Force on the Behavior of Flush End-Plate Moment Connections
The Effect of Axial Force on the Behavior of Flush End-Plate Moment Connections A. Goudarzi, M. Ghassemieh & M. Baei School of Civil Engineering, University of Tehran, Tehran, Iran SUMMARY: An approach,
More informationDESIGN OF STEEL FRAMES OF DISSIPATIVE SHEAR WALLS
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 DESIGN OF STEEL FRAMES OF DISSIPATIVE SHEAR WALLS C. Neagu*,
More informationcomposite elements, lateral loads, strain analysis, behavior Composite steel concrete elements made by steel and concrete are used in world wide almos
V. Stoian *1, D. Dan 1, A. Fabian 1 Rezumat 唗 ţ ᗷ唷 唗 z z ţ z 唗 z ţ z ţ ţ z ţ 唗 ţ ţ 唗 唗 ţ z ţ ţ I ţ z ţ â ᗷ唷 ţ 唗ţ ᗷ唷 ᗷ唷 唗 ţ z ţ ţ ᗷ唷 ţ Ş ţ ᗷ唷 z ᗷ唷 ţ 唗 z 唗 ţ 唗 唗 唗 ᗷ唷 z z ţ ţ ᗷ唷 唗 ᗷ唷 z ţ 唗 唗 ţ z ţ ţ 唗 *
More informationSEISMIC BEHAVIOR OF STEEL PLATE REINFORCED CONCRETE SHEAR WALLS
SEISMIC BEHAVIOR OF STEEL PLATE REINFORCED CONCRETE SHEAR WALLS C.J. Gan 1, X.L. Lu 2 and W. Wang 3 1 Student, Research Institute of Structural Engineering and Disaster Reduction, Tongji Univ., Shanghai.
More informationCOMPARATIVE STUDY OF EFFECT OF INFILL WALLS ON FIXED BASE AND BASE ISOLATED REINFORCED CONCRETE STRUCTURES
COMPARATIVE STUDY OF EFFECT OF INFILL WALLS ON FIXED BASE AND BASE ISOLATED REINFORCED CONCRETE STRUCTURES 1 Manthan H. Vasani, 2 Satyen D. Ramani 1 Post Graduate Student, 2 Associate Professor Department
More informationANALYSIS OF STEEL PLATE SHEAR WALLS USING THE MODIFIED STRIP MODEL
University of Alberta Department of Civil & Environmental Engineering Structural Engineering Report No. 261 ANALYSIS OF STEEL PLATE SHEAR WALLS USING THE MODIFIED STRIP MODEL by Jonah J. Shishkin Robert
More informationShaking table tests of a two-story unbraced steel frame
Journal of Constructional Steel Research 63 (2007) 412 421 www.elsevier.com/locate/jcsr Shaking table tests of a two-story unbraced steel frame Seung-Eock Kim, Dong-Ho Lee, Cuong Ngo-Huu Department of
More informationModeling of Shear Walls for Nonlinear and Pushover Analysis of Tall Buildings
Asian Center for Engineering Computations and Software, AIT Asian Institute of Technology, Thailand 14th ASEP International Convention, Philippines, May 2009 Modeling of Shear Walls for Nonlinear and Pushover
More informationEVALUATION OF SEISMIC PERFORMANCE FACTORS FOR CHEVRON BUCKLING RESTRAINED BRACED FRAMES
EALUATION OF SEISMIC PERFORMANCE FACTORS FOR CHERON BUCKLING RESTRAINED BRACED FRAMES M.B. Bozkurt 1, Y.O. Özkılıç 2 and C. Topkaya 3 1 Res. Assist. Dr., Civil Eng. Department, Manisa Celal Bayar University,
More informationDYNAMIC ANALYSIS OF MULTI STOREY STRUCTURE FOR DIFFERENT SHAPES. K.Upendra Reddy 1,Dr.E.Arunakanthi 2
International Journal of Technical Innovation in Modern Engineering & Science (IJTIMES) Impact Factor: 3.45 (SJIF-2015), e-issn: 2455-2585 Volume 3, Issue 12, December-2017 DYNAMIC ANALYSIS OF MULTI STOREY
More informationCUREe-Kajima Flat Plate 1 Kang/Wallace
CUREe-Kajima Joint Research Program: Phase IV Assessment of the Seismic Performance of Reinforced Concrete Structures with Flat Plate Floor Systems Quarterly Report: 1/1/ 12/31/ John W. Wallace and Thomas
More informationEffects of opening in shear walls of 30- storey building
44 JOURNAL OF MATERIALS AND ENGINEERING STRUCTURES 2 (2015) 44 55 Research Paper Effects of opening in shear walls of 30- storey building Ruchi Sharma a, Jignesh A. Amin b, * a Gujarat Water supply and
More informationSEISMIC RESPONSE OF A MID RISE RCC BUILDING WITH SOFT STOREY AT GROUND FLOOR
SEISMIC RESPONSE OF A MID RISE RCC BUILDING WITH SOFT STOREY AT GROUND FLOOR 1 DHARMESH VIJAYWARGIYA, 2 Dr. ABHAY SHARMA, 3 Dr. VIVEK GARG 1 Post Graduate Student, Civil Engineering Department, MANIT,
More informationSTEEL PLATE SHEAR WALLS
Astaneh-Asl, A., (2000), Steel Plate Shear Walls, Proceedings, U.S.-Japan Partnership for Advanced Steel Structures, U.S.-Japan Workshop on Seismic Fracture issues in Steel Structures, February 2000, San
More informationSeismic performance of dual frames with composite CF-RHS high strength steel columns
Seismic performance of dual frames with composite CF-RHS high strength steel columns C. Vulcu, A. Stratan, D. Dubina & S. Bordea Department of Steel Structures and Structural Mechanics, Politehnica University
More informationPushover Analysis of High Rise Reinforced Concrete Building with and without Infill walls
Pushover Analysis of High Rise Reinforced Concrete Building with and without Infill walls Phadnis P.P. 1, Prof. (Dr.) Kulkarni D. K. 2 1Research Scholar, Department of Technology, Shivaji University, Kolhapur,
More informationEngr. Thaung Htut Aung M. Eng. Asian Institute of Technology Deputy Project Director, AIT Consulting
Engr. Thaung Htut Aung M. Eng. Asian Institute of Technology Deputy Project Director, AIT Consulting Selection of Structural systems Load paths Materials Approximate sizing of members Primary mechanisms
More informationInfluence of Boundary Conditions on Building Behavior
Paper ID #12117 Influence of Boundary Conditions on Building Behavior Mr. Joshua Michael Raney, California Polytechnic State University: San Luis Obispo Josh is currently a Master s student studying Architectural
More informationInternational Journal of Scientific & Engineering Research, Volume 7, Issue 10, October ISSN Pushover Analysis of RC Building
International Journal of Scientific & Engineering Research, Volume 7, Issue 10, October-2016 88 Pushover Analysis of RC Building Dona Mary Daniel, Shemin T. John Abstract In this study the seismic response
More informationPerformance-based plastic design of a high rise moment resisting frame with friction dampers
Earthquake Resistant Engineering Structures X Performance-based plastic design of a high rise moment resisting frame with friction dampers C. S. Patil, V. B. Patil & S. B. Kharmale B. V. B. College of
More informationULTIMATE EARTHQUAKE RESISTANT CAPACITY OF CFT-FRAME
13 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 24 Paper No.2613 ULTIMATE EARTHQUAKE RESISTANT CAPACITY OF CFT-FRAME Motoo SAISHO 1 and Katsuhiko GOTO 2 SUMMARY Seismic
More informationTHE IMPACT OF X-SHAPED STIFFENERS ON CYCLIC BEHAVIOR OF STEEL PLATE SHEAR WALLS WITH OPENINGS
THE IMPACT OF X-SHAPED STIFFENERS ON CYCLIC BEHAVIOR OF STEEL PLATE SHEAR WALLS WITH OPENINGS *Seyed Abbas Mousavinejad 1 and Mehdi Torabi 2 1 Department of Civil Engineering, Science and Research Branch,
More informationFinite element checking of flange connection in integral hoisting of flare stack
International Conference on Advanced Electronic Science and Technology (AEST 2016) Finite element checking of flange connection in integral hoisting of flare stack Xuanyu Sheng1,a, Hongzhi Zhang2 and You
More informationStudy on Steel Plate Shear Wall (SPSW) with Cutout During Seismic Excitations
Study on Steel Plate Shear Wall (SPSW) with Cutout During Seismic Excitations Asheena Sunny 1, Kavitha P.E. 2 1 (M.Tech Student, Civil Department SNGCE, Ernakulam, Kerala, India) 2 (Assoc. Professor, Civil
More informationComparative Study on Concentric Steel Braced Frame Structure due to Effect of Aspect Ratio using Pushover Analysis
247 Comparative Study on Concentric Steel Structure due to Effect of using Pushover Analysis Kiran Kamath 1, Shruthi 2, Shashikumar Rao 2 1 Professor, Department of Civil Engineering, Manipal Institute
More informationTHE PLAZA AT PPL CENTER ALLENTOWN, PA
: MOMENT FRAME COMPARISON Introduction Design Intent IBC 2000 and ASCE 7-98 recognizes steel frames designed with a response modification factor, R, less than or equal to three as structural steel systems
More informationEXPERIMENTAL INVESTIGATION ON THE INTERACTION OF REINFORCED CONCRETE FRAMES WITH PRECAST-PRESTRESSED CONCRETE FLOOR SYSTEMS
EXPERIMENTAL INVESTIGATION ON THE INTERACTION OF REINFORCED CONCRETE FRAMES WITH PRECAST-PRESTRESSED CONCRETE FLOOR SYSTEMS B.H.H. Peng 1, R.P. Dhakal 2, R.C. Fenwick 3, A.J. Carr 4 and D.K. Bull 5 1 PhD
More informationSTUDY ON TALL BUILDING STRUCTURE ANALYSIS
STUDY ON TALL BUILDING STRUCTURE ANALYSIS Liu Huafeng 1, Zhao Ning 2 ABSTRACT TBSA (Tall Building Structure Analysis) is a three-dimension analysis program for tall buildings based on a member structure
More informationInnovative Dissipative (INERD) Pin Connections for Seismic Resistant Braced Frames
Steel Structures 5 (2005) 00-00 www.kssc.or.kr Innovative Dissipative (INERD) Pin Connections for Seismic Resistant Braced Frames Ioannis Vayas* and Pavlos Thanopoulos School of Civil Engineering, National
More informationRetrofit of an Existing Hospital to Immediate Occupancy Standards. One Year Later. Degenkolb Engineers
Retrofit of an Existing Hospital to Immediate Occupancy Standards One Year Later Degenkolb Engineers R. Jay Love, S.E. Sean McNeil, S.E. Kent Yu, Ph.D, P.E Damaged Hospital Building Designed Designed in
More informationTitle. Author(s)ARDESHIR DEYLAMI; MOSTAFA FEGHHI. Issue Date Doc URL. Type. Note. File Information IRREGULARITY IN HEIGHT
Title THE COMPARISON OF THE SEISMIC PERFORMANCE OF BRBF AN IRREGULARITY IN HEIGHT Author(s)ARDESHIR DEYLAMI; MOSTAFA FEGHHI Issue Date 2013-09-12 Doc URL http://hdl.handle.net/2115/54342 Type proceedings
More informationEvaluation of Seismic Behavior of Concentrically Braced Frames with Zipper Columns
Current World Environment Vol. 10(Special Issue 1), 374-380 (2015) Evaluation of Seismic Behavior of Concentrically Braced Frames with Zipper Columns Nasim Irani Sarand 1 *, Akbar Danesh 2, Abdolrahim
More information