title: Seismic Design Using Structural Dynamics (2006 IBC, 2009 IBC, ASCE/SEI 7-05)
author: S., Kim, J. and Shad, F. Ghosh
description: Description: The 2006 and the 2009 editions of the International Building Code (IBC) require the use of a dynamic analysis procedure for the seismic design of a building under certain conditions of irregularity, occupancy, and height. However, dynamic analysis procedures are more complicated than the more traditional static procedure, and over the years, many questions have been asked about code provisions concerning this. This publication has been created to answer these questions and demystify the application of the code. This publication addresses the two methods by which a designer may comply with the seismic design requirements of the 2006/2009 IBC: Equivalent Lateral Force Procedure (ASCE 7-05 Section 12.8) and Dynamic Analysis Procedure (ASCE 7-05 Section 12.9 and Chapter 16). 
  
  Although ASCE 7-05 (the 2006 and the 2009 IBC) formally recognizes two dynamic analysis procedures: modal response spectrum analysis and time-history analysis, the modal response spectrum analysis is by far the more common in design office usage and is the primary subject of this publication. The background and details are explained in 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. 
  
  Chapter 2 of this publication is devoted exclusively to the detailed design of a 20-story reinforced concrete building that utilizes a dual shear wall-frame interactive system for earthquake resistance. Modal response spectrum analysis is used as the basis of design. Design utilizing the Equivalent Lateral Force Procedure is also illustrated as a prerequisite to design using the Dynamic Analysis Procedure. A key feature of this 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.
zlib_text: Geotechnical, Geological and Earthquake Engineering
  Dietlinde Köber
  Mario De Stefano
  Zbigniew Zembaty   Editors
  Seismic Behaviour 
  and Design 
  of Irregular and 
  Complex Civil 
  Structures III
  
  Geotechnical, Geological and Earthquake
  Engineering
  Volume 48
  Series Editor
  Atilla Ansal, School of Engineering, Özyegin University, Istanbul, Turkey
  Editorial Advisory Boards
  Julian Bommer, Imperial College London, U.K.
  Jonathan D. Bray, University of California, Berkeley, U.S.A.
  Kyriazis Pitilakis, Aristotle University of Thessaloniki, Greece
  Susumu Yasuda, Tokyo Denki University, Japan
  
  More information about this series at http://www.springer.com/series/6011
  
  Dietlinde Köber • Mario De Stefano
  Zbigniew Zembaty
  Editors
  Seismic Behaviour
  and Design of Irregular
  and Complex Civil
  Structures III
  
  Editors
  Dietlinde Köber
  Reinforced Concrete Department
  Technical University of Civil Engineering
  Bucharest, Romania
  Mario De Stefano
  Department of Architecture (DiDA)
  University of Florence
  Florence, Ital