This book presents a simplified approach to earthquake engineering by
developing the fragility curve for regular and irregular
moment-resisting frames based on different types of structural material,
height, and ground motion records. It examines six sets of concrete and
steel frames, which vary in terms of their height (3-, 6- and 9-storey)
and include regular and irregular frames. Each structure frame was
designed based on Eurocode 2 and 3 with the aid of Eurocode 8 for
earthquake loading. The SAP2000 software was used as the main tool for
the pushover analysis and incremental dynamic analysis.
Readers are first provided with background information on the
development of nonlinear analysis in earthquake engineering.
Subsequently, each chapter begins with a detailed explanation of the
collapse of the structures and the application in nonlinear analysis. As
such, the book will greatly benefit students from both public and
private institutions of higher, particularly those who are dealing with
the subject of earthquake engineering for the first time. It also offers
a valuable guide for Civil Engineering practitioners and researchers who
have an interest in structural and earthquake engineering.