The webinar introduces the response spectrum analysis method using Oasys GSA
Peter Debney is a Chartered Engineer and a Fellow of the Institution of Structural Engineers (IStructE), as well as a member of the International Association for Bridge and Structural Engineering (IABSE). He is the senior consultant, structural application specialist, support manager, and quality manager for Arup in the Oasys software group. He has been a Visiting Professor at the University of Bradford, and is a visiting lecturer at a number of universities. He is a regular public speaker and has published a book on Computational Engineering.
About this webinar
Response spectrum analysis is one of the most commonly used analysis methods in seismic design and assessment. It is relatively simple to carry out, and is able to take into account dynamic characteristics of the structure, features of the earthquake ground motion, and statistical expectations of peak displacements and forces in a single analysis.
The webinar covers:
- The definition of the response spectrum, how it represents different features of the earthquake ground motion, and how it is represented in design codes;
- How peak modal results are obtained from modal analysis and the response spectrum, and how these modal results are combined using statistical combination rules (e.g. CQC rule);
- How multiple components of earthquake ground motion are considered;
- Watch-its and limitations in applying response spectrum analysis in seismic design and assessment.