Seismic Design Using Structural Dynamics (2006 IBC, 2009 IBC and ASCE/SEI 7-05)

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Seismic Design Using Structural Dynamics (2006 IBC, 2009 IBC and ASCE/SEI 7-05)

Seismic Design Using Structural Dynamics (2006 IBC, 2009 IBC and ASCE/SEI 7-05) demystifies design based on dynamic analysis and provides effective answers to many common questions. This updated edition addresses how to comply with the seismic design requirements of the 2006 International Building Code, 2009 International Building Code, and ASCE/SEI 7-05: Equivalent Lateral Force Procedure, Modal Response Spectrum Analysis, or Seismic Reponse History Procedures.

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Website Price $52.21

Author: SK Ghosh, Jaehong Kim, and Farhad H Shad
Format: Softcover
Copyright: 2009
Pages: 204

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Description

Dynamic analysis is required for the seismic design of a building under certain conditions of irregularity, occupancy, and height. Seismic Design Using Structural Dynamics (2006 IBC, 2009 IBC and ASCE/SEI 7-05) addresses the methods by which a designer may comply with the seismic design requirements of the 2006 International Building Code, 2009 International Building Code, and ASCE/SEI 7-05: Equivalent Lateral Force Procedure, Modal Response Spectrum Analysis, or Seismic Response History Procedures.

The focus is on Modal Response Spectrum Analysis, the most common dynamic analysis procedure, which is increasingly used as the basis of design. The purpose of this publication is to demystify design based on dynamic analysis and to provide answers to questions that have arisen over the years.

The book is divided into two parts: Part 1 explains the background and details; gives a step-by-step analysis procedure; and manually solves a three-story one-bay frame example to illustrate application of the procedure. Part 2 is devoted to the detailed design of a 20-story reinforced concrete building that uses a dual shear wall-frame interactive system for earthquake resistance.

From the Preface
The 2006 edition of the International Building Code (2006 IBC) chose to almost completely refer to ASCE 7-05 provisions for seismic analysis and design. ASCE 7-05 remains the reference document in the 2009 IBC. Many of the provisions that appeared in earlier editions of the IBC must now be taken directly from ASCE 7-05 provisions. Therefore, in this publication, apart from a few exceptions, reference is made to the corresponding ASCE 7-05 provisions.

This publication addresses the methods by which a designer may comply with the seismic design requirements of the 2006 International Building Code (IBC)/ASCE 7-05: Equivalent Lateral Force Procedure (ASCE 7-05 Section 12.8), Modal Response Spectrum Analysis (ASCE 7-05 Section 12.9), or Seismic Response History Analysis Procedures (ASCE 7-05 Chapter 16). The procedures in ASCE 7-05 Section 12.9 and Chapter 16 are more complicated than the Equivalent Lateral Force Procedure, but are required to be used under certain conditions of irregularity, occupancy, and height. Over the years, many questions have been asked about code provisions concerning these procedures and this publication has been created to answer these questions and demystify the application of the code.

Although ASCE 7-05 (the 2006 and the 2009 IBC) formally recognizes modal response spectrum analysis as well as seismic response history analyses, the modal response spectrum analysis is by far the most common in design office usage and is the primary subject of this publication. The background and details are explained in the first half (Chapter 1) of this publication where a step-by-step analysis procedure is given, and a three-story, one-bay frame example is solved entirely manually to illustrate application of the procedure.

The second half (Chapter 2) of this publication is devoted exclusively to the detailed design of a 20-story reinforced concrete building that utilizes a dual system consisting of specially detailed shear walls and frames for earthquake resistance. Modal response spectrum analysis is used as the basis of design. Design utilizing the Equivalent Lateral Force Procedure is also illustrated because it is basically a prerequisite to design using the Modal Response Spectrum Analysis Procedure.

A key feature of this 20-story design example that would be of particular interest to users is the design of reinforced concrete shear walls by the procedure in the 2005 and 2008 editions of ACI 318 Building Code Requirements for Structural Concrete.

Table of Contents
Preface. Acknowledgements. Chapter 1: Modal Response Spectrum Analysis: Background and Implementation. Tables, Chapter 1. Figures, Chapter 1. Chapter 2: Design of Reinforced Concrete Structures for Earthquake Forces. Tables, Chapter 2. Figures, Chapter 2. References.

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