Nonlinear Modal Analysis and Superposition of Structural Responses for Seismic Applications
Nonlinear Modal Analysis and Superposition of Structural Responses for Seismic Applications
Speaker Dr. Kevin Wong Research Structural Engineer Department of Commerce and the Federal Government National Institute of Standards and Technology (NIST) USA Abstract Buildings constructed in the seismic regions are vulnerable to earthquake activities and are required to be designed such that its seismic capacity must exceed the corresponding seismic demand with sufficient ductility. While design codes and standards have been developed to establish the seismic capacity in design, estimating the seismic demand in nonlinear structures has always been a challenging task mainly because of the lack of scientific measurement tools. Nonlinear dynamic analysis is believed to be the most accurate method of computing the seismic demand, but it requires earthquake time histories that are uncertain and difficult to predict. ...