Chia-Ming Uang – författare

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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 propertiesPlastic behavior at the cross-section levelConcepts, methods, and applications of plastic analysisBuilding code seismic design philosophyDesign of moment-resisting framesDesign of concentrically braced framesDesign of eccentrically braced framesDesign of steel energy dissipating systemsStability and rotation capacity of steel beams

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 propertiesPlastic behavior at the cross-section levelConcepts, methods, and applications of plastic analysisBuilding code seismic design philosophyDesign of moment-resisting framesDesign of concentrically braced framesDesign of eccentrically braced framesDesign of steel energy dissipating systemsStability and rotation capacity of steel beams

Fundamentals of Structural Analysis introduces to engineering and architecture students a range of techniques for analyzing structures, from classical methods to matrix analysis upon which modern computer analysis is based. After an introduction to design loads, a thoughtful review of prerequisite skills in statics for analyzing statically determinate structures is presented. Methods for computing deflections then pave the way for classical methods of analyzing indeterminate structures–the flexibility, slope-deflection, and moment distribution methods. Approximate analysis techniques useful for practical design are then presented. For application to bridge-type structures with moving loads, the concept of influence lines is also covered. Finally, the stiffness method is introduced and extended upon in the direct stiffness method using matrix analysis. Throughout, carefully drawn figures, helpful insights, and practical examples and problems are presented to make this text a useful guide for students (and practitioners) to learn the essential skills for analyzing structures.

A completely revised and updated in-depth guide to the requirements central to earthquake-resistant design of steel structuresDuctile Design of Steel Structures, Third Edition has been thoroughly updated to address the extensive advancements made in the industry over the past decade. 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.You’ll find essential coverage of new structural systems like composite steel plate and concrete-filled walls, as well as new ductile connections for special moment resisting frames, and modifications in the design requirements for other structural systems. This third edition is filled with new and updated content, including: •    Essential information on concrete-filled composite steel plate walls (SpeedCore)•    A significantly expanded chapter on buckling restrained braced frames •    Updated knowledge recently implemented in the AISC seismic provisions that has simplified the design of steel plate shear walls•    Design examples that comply with requirements in the 2022 AISC provisions •    New information on load-path in floor/roof diaphragms, from the inertia force sources to the lateral force resisting systems, and general information on diaphragm design•    Information on new structural systems being proposed, such as friction devices, scorpion-braces, and moreWritten by experts in earthquake-resistant design who are active in the development of seismic guidelines, this is an invaluable resource for practicing engineers and graduate students in structural engineering.