Multiple-support seismic analysis of large structures
@inproceedings{Lger1990MultiplesupportSA, title={Multiple-support seismic analysis of large structures}, author={Pierre L{\'e}ger and Ichiro Ide and Patrick Paultre}, year={1990} }
Abstract The effect of the spatial variation of earthquake ground motion on the dynamic response of multiple-support structures may be important. The relative performance of two simple analytical methods to model multiple-support seismic analysis of large structures is investigated. These are the relative motion method (RMM), which divides the structural response into a dynamic response component and a pseudo-static response component, and the large mass method (LMM), which attributes… CONTINUE READING
Citations
Publications citing this paper.
SHOWING 1-10 OF 18 CITATIONS
Seismic Response Analysis of a Concrete Filled Steel Tubular ( CFST ) Arch
VIEW 10 EXCERPTS
CITES RESULTS, BACKGROUND & METHODS
HIGHLY INFLUENCED
Seismic Response of a Concrete Filled Steel Tubular Arch Bridge to Spatially Varying Ground Motions Including Local Site Effect
VIEW 15 EXCERPTS
CITES RESULTS, BACKGROUND & METHODS
HIGHLY INFLUENCED
SPATIAL SEISMIC EXCITATIONS AND RESPONSE SPECTRA
VIEW 17 EXCERPTS
CITES BACKGROUND
HIGHLY INFLUENCED
Analysis of Wave Passage Effects of a Frame Structure
VIEW 3 EXCERPTS
CITES METHODS
HIGHLY INFLUENCED
Influence of spatial variability of ground motion on seismic response of bridges
VIEW 1 EXCERPT
CITES BACKGROUND