The nonlinear seismic response of tall shear wall structures

New building codes are tending to place considerable value on the use of deterministic dynamic analyses as a means of assessing the ability of engineering structures to withstand severe seismic ground motions. An investigation of the more important factors affecting such an analysis, derived specifi...

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Bibliographic Details
Main Author: Taylor, Roy George
Language:en
Published: University of Canterbury. Civil Engineering 2011
Online Access:http://hdl.handle.net/10092/6051