More Views

Seismic Design Using Structural Dynamics (2012 IBC, 2015 IBC and ASCE/SEI 7-10)

Quantity Format Price Member Price Member Savings

Soft Cover

Item #:9183S15

Price:
$58.00
volume discount
Member Price:
$49.00
volume discount
Member Savings:
$9.00
Overview

Front Matter (Title Page, TOC, Preface and Forward)

Sample Pages

Video Preview

By S.K. Ghosh, Ph.D., and Pro Dasgupta, Ph. D.

The 2012 and 2015 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 2012/2015 IBC: Equivalent Lateral Force Procedure (ASCE 7-10 Section 12.8) and Dynamic Analysis Procedure (ASCE 7-10 Section 12.9 and Chapter 16).

 

PURCHASE THE PDF DOWNLOAD VERSION AND GET IMMEDIATE ACCESS!!! This convenient option is a searchable PDF download that requires Adobe® Reader® 10.0 or later. You must have this version to be able to load and access the product. The download is protected from duplication by Protectedpdf™. You are required to login to our secure server and register your copy. You will be able to install this software no more than two times as provided in the license agreement. Neither concurrent use on two or more computers nor use in a local area network or other network is permitted. These documents are for computer use only and are not compatible with iPad, Android, or Blackberry devices.

ALL PDF DOWNLOAD SALES ARE FINAL.

For ICC certification examination rules related to exam reference materials review Test Site Regulations

Details
ISBN:
9781936039241
Author:
S. K. Ghosh (bio)

S. K. Ghosh

Dr. S.K. Ghosh, President, S.K. Ghosh Associates, Inc., a seismic and building code consulting firm, Palatine, Illinois and Laguna Niguel, California, is known internationally for his work in earthquake engineering. He actively participates in the development of U.S. design standards as a member of: ACI Committee 318, the ASCE Standards Committee on Minimum Design Loads (ASCE 7), and other bodies.

Publisher:
ICC
Pages:
169

By S.K. Ghosh, Ph.D., and Pro Dasgupta, Ph. D.

The 2012 and 2015 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 2012/2015 IBC: Equivalent Lateral Force Procedure (ASCE 7-10 Section 12.8) and Dynamic Analysis Procedure (ASCE 7-10 Section 12.9 and Chapter 16).

Although ASCE 7-10 (the 2012 and the 2015 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 system with special reinforced concrete shear walls and special reinforced concrete moment 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 as a prerequisite to design using the Dynamic Analysis Procedure as well as for comparison purposes. Designs of reinforced concrete members are illustrated in accordance with the 2011 edition of the ACI 318 Building Code Requirements for Structural Concrete.