Steel Plate Shear Walls for Seismic Design and Retrofit of Building Structures

Steel Plate Shear Walls for Seismic Design and Retrofit of Building Structures PDF Author: Darren Vian
Publisher:
ISBN:
Category : Earthquake resistant design
Languages : en
Pages : 368

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Steel Plate Shear Walls for Seismic Design and Retrofit of Building Structures

Steel Plate Shear Walls for Seismic Design and Retrofit of Building Structures PDF Author: Darren Vian
Publisher:
ISBN:
Category : Earthquake resistant design
Languages : en
Pages : 368

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Book Description


Seismic Performance and Design of Steel Plate Shear Walls with Low Yield Point Steel Infill Plates

Seismic Performance and Design of Steel Plate Shear Walls with Low Yield Point Steel Infill Plates PDF Author: Tadeh Zirakian
Publisher:
ISBN:
Category :
Languages : en
Pages : 233

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Book Description
Steel plate shear walls (SPSWs) have been frequently used as the primary or part of the primary lateral force-resisting system in design of low-, medium-, and high-rise buildings. Their application has been based on two different design philosophies as well as detailing strategies. Stiffened and/or stocky-web SPSWs with improved buckling stability and high seismic performance have been mostly used in Japan, which is one of the pioneering countries in design and application of these systems. Unstiffened and slender-web SPSWs with relatively lower buckling and energy dissipation capacities, on the other hand, have been deemed as a rather economical alternative and accordingly widely used in the United States and Canada. Development and use of low yield point (LYP) steel with considerably low yield stress and high elongation capacity provides the possibility to combine merits of these two distinctive design strategies, and consequently result in rather cost-effective and high-performing SPSW systems. Although some reported studies have demonstrated the advantages of LYP steel shear walls, various aspects of structural and seismic characteristics of these systems have not been investigated thoroughly. In particular, the linkage between structural specifications and seismic performance and pathway to performance-based design of these systems are largely undeveloped. Hence, systematic investigations are required to facilitate the seismic design and prevalent application of such promising lateral force-resisting and energy dissipating systems. Although some reported studies have demonstrated the advantages of LYP steel shear walls, various aspects of structural and seismic characteristics of these systems have not been investigated thoroughly. In particular, the linkage between structural specifications and seismic performance and pathway to performance-based design of these systems are largely undeveloped. Hence, systematic investigations are required to facilitate the seismic design and prevalent application of such promising lateral force-resisting and energy dissipating systems. The main objectives of this research are to evaluate the structural behavior and seismic performance of unstiffened LYP steel shear wall systems in a rather comprehensive manner. To achieve these objectives, element-level investigations on steel plates, component-level investigations on SPSW panels, and system-level investigations on multi-story steel frame-shear wall structures are performed in a hierarchical and systematic manner. Through detailed element- and component-level investigations, it is shown that employment of LYP steel infill plates in SPSW systems facilitates the design and effectively improves the buckling stability, serviceability, and energy absorption capacity of such lateral force-resisting systems. Some practical design tools and recommendations are also provided through analytical and numerical studies. In system-level investigations, the effectiveness of use of LYP steel material in design and retrofit construction is demonstrated through nonlinear time-history analysis as well as seismic response and performance assessment of multi-story structures subjected to earthquake ground motions representing various hazard levels. Ultimately, the fragility methodology is utilized by developing appropriate fragility functions for probabilistic seismic performance and vulnerability assessment of structures designed and retrofitted with conventional and LYP steel infill plates. The results of this study are indicative of relatively lower damage probability and superior seismic performance of LYP steel shear wall systems.

Steel Plate Shear Walls with Gravity Load: Theory and Design

Steel Plate Shear Walls with Gravity Load: Theory and Design PDF Author: Yang Lv
Publisher: Springer Nature
ISBN: 9811686947
Category : Technology & Engineering
Languages : en
Pages : 198

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Book Description
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.

Seismic Design of Steel Structures

Seismic Design of Steel Structures PDF Author: Victor Gioncu
Publisher: CRC Press
ISBN: 0415242630
Category : Technology & Engineering
Languages : en
Pages : 528

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Book Description
Providing real world applications for different structural types and seismic characteristics, Seismic Design of Steel Structures combines knowledge of seismic behavior of steel structures with the principles of earthquake engineering. This book focuses on seismic design, and concentrates specifically on seismic-resistant steel structures. Drawing on experience from the Northridge to the Tohoku earthquakes, it combines understanding of the seismic behavior of steel structures with the principles of earthquake engineering. The book focuses on the global as well as local behavior of steel structures and their effective seismic-resistant design. It recognises different types of earthquakes, takes into account the especial danger of fire after earthquake, and proposes new bracing and connecting systems for new seismic resistant steel structures, and also for upgrading existing reinforced concrete structures. Includes the results of the extensive use of the DUCTROCT M computer program, which is used for the evaluation of the seismic available ductility, both monotonic and cyclic, for different types of earthquakes Demonstrates good design principles by highlighting the behavior of seismic-resistant steel structures in many applications from around the world Provides a methodological approach, making a clear distinction between strong and low-to-moderate seismic regions This book serves as a reference for structural engineers involved in seismic design, as well as researchers and graduate students of seismic structural analysis and design.

Experimental Investigation of Light-gauge Steel Plate Shear Walls for the Seismic Retrofit of Buildings

Experimental Investigation of Light-gauge Steel Plate Shear Walls for the Seismic Retrofit of Buildings PDF Author: Jeffrey W. Berman
Publisher:
ISBN:
Category : Buildings
Languages : en
Pages : 342

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Book Description
Steel plate shear walls (SPSW), which are allowed to buckle in shear and form a diagonal tension field, have been used as lateral load-resisting systems for buildings. Research shows that these systems can be ductile, stiff, and have stable hysteretic energy dissipation when hot-rolled infill plates are used. However, the demands imparted on the surrounding framing in a seismic retrofit situation are substantial, and in most cases, the existing framing is likely insufficient. SPSW utilizing light-gauge cold-rolled infill plates could be a more viable option for retrofit scenarios.

Guidelines for Seismic Retrofit of Existing Buildings

Guidelines for Seismic Retrofit of Existing Buildings PDF Author:
Publisher:
ISBN:
Category : Juvenile Nonfiction
Languages : en
Pages : 74

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Book Description
This renamed version of the former Uniform code for building conservation guidelines for retrofitting unreinforced masonry bearing wall buildings, reinforced concrete and reinforced masonry buildings, wood frame residential buildings, and concrete with masonry infill buildings.

Seismic Retrofit of Existing Buildings

Seismic Retrofit of Existing Buildings PDF Author: Matthew Fox
Publisher: Emerald Group Publishing
ISBN: 1835498361
Category : Technology & Engineering
Languages : en
Pages : 314

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Book Description
Seismic Retrofit of Existing Buildings is a concise and easy-to-use guideline for practising engineers to assess and design successful seismic retrofit interventions for existing vulnerable buildings. It offers readers guidance on both conceptual design strategies and relevant detailed design considerations.

Seismic Design for Buildings

Seismic Design for Buildings PDF Author: United States. Department of Defense. Tri-Service Seismic Design Committee
Publisher:
ISBN:
Category : Buildings
Languages : en
Pages : 472

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Proceedings of the 10th International Conference on Behaviour of Steel Structures in Seismic Areas

Proceedings of the 10th International Conference on Behaviour of Steel Structures in Seismic Areas PDF Author: Federico M. Mazzolani
Publisher: Springer Nature
ISBN: 3031038118
Category : Technology & Engineering
Languages : en
Pages : 1146

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Book Description
This volume highlights the latest advances, innovations, and applications in the field of seismic design and performance of steel structures, as presented by leading international researchers and engineers at the 10th International Conference on the Behaviour of Steel Structures in Seismic Areas (STESSA), held in Timisoara, Romania, on 25-27 May 2022. It covers a diverse range of topics such as behaviour of structural members and connections, performance of structural systems, mixed and composite structures, energy dissipation systems, self-centring and low-damage systems, assessment and retrofitting, codes and standards, light-gauge systems. The contributions, which were selected by means of a rigorous international peer-review process, present a wealth of exciting ideas that will open novel research directions and foster multidisciplinary collaboration among different specialists.

Experimental Study of Steel Plate Shear Walls

Experimental Study of Steel Plate Shear Walls PDF Author: Geoffrey L. Kulak
Publisher: Edmonton, Alta. : Department of Civil Engineering, University of Alberta
ISBN:
Category : Skyscrapers
Languages : en
Pages : 101

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Book Description