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Experimental Investigation Of Full Scale Two Story Steel Plate Shear Walls With Reduced Beam Section Connections
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Book Synopsis Experimental Investigation of Full-scale Two-story Steel Plate Shear Walls with Reduced Beam Section Connections by :
Download or read book Experimental Investigation of Full-scale Two-story Steel Plate Shear Walls with Reduced Beam Section Connections written by and published by . This book was released on 2008 with total page 200 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Resilient Structures and Infrastructure by : Ehsan Noroozinejad Farsangi
Download or read book Resilient Structures and Infrastructure written by Ehsan Noroozinejad Farsangi and published by Springer. This book was released on 2019-05-03 with total page 494 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book discusses resilience in terms of structures’ and infrastructures’ responses to extreme loading conditions. These include static and dynamic loads such as those generated by blasts, terrorist attacks, seismic events, impact loadings, progressive collapse, floods and wind. In the last decade, the concept of resilience and resilient-based structures has increasingly gained in interest among engineers and scientists. Resilience describes a given structure’s ability to withstand sudden shocks. In other words, it can be measured by the magnitude of shock that a system can tolerate. This book offers a valuable resource for the development of new engineering practices, codes and regulations, public policy, and investigation reports on resilience, and provides broad and integrated coverage of the effects of dynamic loadings, and of the modeling techniques used to compute the structural response to these loadings.
Book Synopsis Steel Plate Shear Walls with Gravity Load: Theory and Design by : Yang Lv
Download or read book Steel Plate Shear Walls with Gravity Load: Theory and Design written by Yang Lv and published by Springer Nature. This book was released on 2022-02-10 with total page 198 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book is written by subject experts based on the recent research results in steel plate shear walls considering the gravity load effect. It establishes a vertical stress distribution of the walls under compression and in-plane bending load and an inclination angle of the tensile field strip. The stress throughout the inclined tensile strip, as we consider the effect of the vertical stress distribution, is determined using the von Mises yield criterion. The shear strength is calculated by integrating the shear stress along the width. The proposed theoretical model is verified by tests and numerical simulations. Researchers, scientists and engineers in the field of structural engineering can benefit from the book. As such, this book provides valuable knowledge, useful methods, and practical algorithms that can be considered in practical design of building structures adopting a steel shear wall system.
Download or read book Technical Report written by and published by . This book was released on 2009 with total page 126 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Self-centering Steel Plate Shear Walls by : Patricia M. Clayton
Download or read book Self-centering Steel Plate Shear Walls written by Patricia M. Clayton and published by . This book was released on 2013 with total page 693 pages. Available in PDF, EPUB and Kindle. Book excerpt: The self-centering steel plate shear wall (SC-SPSW) is a lateral force-resisting system that is capable of providing enhanced seismic performance, including recentering after an earthquake. The primary lateral strength of the SC-SPSW is provided by thin steel infill plates, referred to as web plates, that are connected to the beams and columns. During lateral sway, the web plate resists lateral load through the development of tension field action, and energy is dissipated through ductile yielding of the plate. Unlike conventional steel plate shear walls, the boundary frame in the SC-SPSW employs post-tensioned (PT) beam-to-column connections that are allowed to rock open during lateral sway. If properly designed, the PT connections eliminate damage in the boundary frame and provide restoring forces necessary to recentering the building during an earthquake, thus reducing post-earthquake downtime and repair costs. This research builds upon previous analytical and numerical proof-of-concept studies on SC-SPSWs. Experimental testing was conducted to better understand SC-SPSW behavior and seismic performance. The experimental program consisted of (1) a series of large-scale subassembly cyclic tests to evaluate the impact of various design parameters on SC-SPSW behavior and component demands and (2) full-scale two-story pseudo-dynamic tests to evaluate system performance at three different seismic hazard levels. These tests also investigated possible performance-enhancing variations in SC-SPSW design that were not considered in the previous proof-of-concept study. Post-tensioned column base connections were proposed to eliminate damage in the columns and provide additional recentering. SC-SPSWs with web plates that are only connected to the beams were proposed as a means of mitigating web plate tearing and reducing column demands. Methods for designing PT column base connections and SC-SPSWs with web plates connected to the beams only are presented. Numerical investigations were conducted to evaluate different methods of modeling web plate behavior in SC-SPSWs, ranging from the relatively simple tension-only strip model to the more complex shell element model. When used in cyclic or dynamic analyses, the tension-only strip model was found to significantly underestimate the energy dissipation provided by the web plate, while the shell element model was too computationally demanding for wide-spread implementation. Based on numerical and experimental observations, a modified tension-compression strip model was proposed to conservatively approximate the web plate unloading resistance and the additional energy dissipation it provides. Nonlinear response history analyses were conducted to asses seismic performance of several three- and nine-story SC-SPSW designs. These analyses compared SC-SPSWs with web plates connected to the beams and columns (fully-connected) and SC-SPSWs with web plates connected to the beams only (beam-connected). Results showed that SC-SPSWs using beam-connected web plates had smaller boundary frame members and larger drift demands than their fully-connected web plate counterparts; however, they were still able to meet proposed performance objectives. The numerical simulations also investigated the effects of considering the web plate unloading resistance in the model (e.g. the traditional tension-only model vs. the modified tension-compression model). These analyses showed that considering even small amounts of compression in the strip model significantly reduced drift demands.
Book Synopsis Experimental and Analytical Investigation of Blast Performance of Seismically Resistant Bridge Piers by : Shūichi Fujikura
Download or read book Experimental and Analytical Investigation of Blast Performance of Seismically Resistant Bridge Piers written by Shūichi Fujikura and published by . This book was released on 2008 with total page 350 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Self-centering Steel Plate Shear Walls by : Tyler B. Winkley
Download or read book Self-centering Steel Plate Shear Walls written by Tyler B. Winkley and published by . This book was released on 2011 with total page 251 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Seismic Behavior and Design of Boundary Frame Members of Steel Plate Shear Walls by : Bing Qu
Download or read book Seismic Behavior and Design of Boundary Frame Members of Steel Plate Shear Walls written by Bing Qu and published by . This book was released on 2008 with total page 280 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Advances in Performance-Based Earthquake Engineering by : Michael N. Fardis
Download or read book Advances in Performance-Based Earthquake Engineering written by Michael N. Fardis and published by Springer Science & Business Media. This book was released on 2010-07-05 with total page 481 pages. Available in PDF, EPUB and Kindle. Book excerpt: Performance-based Earthquake Engineering has emerged before the turn of the century as the most important development in the field of Earthquake Engineering during the last three decades. It has since then started penetrating codes and standards on seismic assessment and retrofitting and making headway towards seismic design standards for new structures as well. The US have been a leader in Performance-based Earthquake Engineering, but also Europe is a major contributor. Two Workshops on Performance-based Earthquake Engineering, held in Bled (Slovenia) in 1997 and 2004 are considered as milestones. The ACES Workshop in Corfu (Greece) of July 2009 builds on them, attracting as contributors world-leaders in Performance-based Earthquake Engineering from North America, Europe and the Pacific rim (Japan, New Zealand, Taiwan, China). It covers the entire scope of Performance-based Earthquake Engineering: Ground motions for performance-based earthquake engineering; Methodologies for Performance-based seismic design and retrofitting; Implementation of Performance-based seismic design and retrofitting; and Advanced seismic testing for performance-based earthquake engineering. Audience: This volume will be of interest to scientists and advanced practitioners in structural earthquake engineering, geotechnical earthquake engineering, engineering seismology, and experimental dynamics.
Book Synopsis Performance Assessment of Conventional and Base-isolated Nuclear Power Plants for Earthquake and Blast Loadings by : Yin-Nan Huang
Download or read book Performance Assessment of Conventional and Base-isolated Nuclear Power Plants for Earthquake and Blast Loadings written by Yin-Nan Huang and published by . This book was released on 2008 with total page 404 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Structural and Nonstructural Earthquake Design by : William J. Petak
Download or read book Structural and Nonstructural Earthquake Design written by William J. Petak and published by . This book was released on 2008 with total page 78 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Seismic Response Modeling of Water Supply Systems by : Peixin Shi
Download or read book Seismic Response Modeling of Water Supply Systems written by Peixin Shi and published by . This book was released on 2008 with total page 358 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Development and Appraisal of a Numerical Cyclic Loading Protocol for Quantifying Building System Performance by : André Filiatrault
Download or read book Development and Appraisal of a Numerical Cyclic Loading Protocol for Quantifying Building System Performance written by André Filiatrault and published by . This book was released on 2008 with total page 146 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Building Inventory Compilation for Disaster Management by :
Download or read book Building Inventory Compilation for Disaster Management written by and published by . This book was released on 2008 with total page 136 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Seismic Performance Evaluation of Water Supply Systems by : Yu Wang
Download or read book Seismic Performance Evaluation of Water Supply Systems written by Yu Wang and published by . This book was released on 2008 with total page 414 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Ductile Design of Steel Structures, 2nd Edition by : Michel Bruneau
Download or read book Ductile Design of Steel Structures, 2nd Edition written by Michel Bruneau and published by McGraw Hill Professional. This book was released on 2011-08-01 with total page 928 pages. Available in PDF, EPUB and Kindle. Book excerpt: Comprehensive coverage of the background and design requirements for plastic and seismic design of steel structures Thoroughly revised throughout, Ductile Design of Steel Structures, Second Edition, reflects the latest plastic and seismic design provisions and standards from the American Institute of Steel Construction (AISC) and the Canadian Standard Association (CSA). The book covers steel material, cross-section, component, and system response for applications in plastic and seismic design, and provides practical guidance on how to incorporate these principles into structural design. Three new chapters address buckling-restrained braced frame design, steel plate shear wall design, and hysteretic energy dissipating systems and design strategies. Eight other chapters have been extensively revised and expanded, including a chapter presenting the basic seismic design philosophy to determine seismic loads. Self-study problems at the end of each chapter help reinforce the concepts presented. Written by experts in earthquake-resistant design who are active in the development of seismic guidelines, this is an invaluable resource for students and professionals involved in earthquake engineering or other areas related to the analysis and design of steel structures. COVERAGE INCLUDES: Structural steel properties Plastic behavior at the cross-section level Concepts, methods, and applications of plastic analysis Building code seismic design philosophy Design of moment-resisting frames Design of concentrically braced frames Design of eccentrically braced frames Design of steel energy dissipating systems Stability and rotation capacity of steel beams
Book Synopsis Remote Sensing for Resilient Multi-hazard Disaster Response by : Beverley J. Adams
Download or read book Remote Sensing for Resilient Multi-hazard Disaster Response written by Beverley J. Adams and published by . This book was released on 2008 with total page 170 pages. Available in PDF, EPUB and Kindle. Book excerpt:
