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https://onlinelibrary.wiley.com/doi/abs/10.1002/eqe.4290210805
A new response spectrum method is developed for seismic analysis of linear multi‐degree‐of‐freedom, multiply supported structures subjected to spatially varying ground motions. Variations of the ground motion due to wave passage, loss of coherency with distance …Cited by: 679
https://www.researchgate.net/publication/294216640_Response_spectrum_method_for_multi-support_seismic_excitations
Based on the pseudo-excitation algorithm, a response spectrum method for multi-support seismic excitations is presented, where, the structural response consist of three components, ie., the pseudo ...
https://www.sciencedirect.com/science/article/pii/S0143974X06002045
An average response spectrum method is subsequently introduced to calculate the arch response to multi-support excitations. The advantage of the method is that the linear peak seismic response of the arch to multi-support excitations can be obtained as conveniently as …Cited by: 30
https://www.deepdyve.com/lp/wiley/response-spectrum-method-for-multi-support-seismic-excitations-EJiViQrR5k
Read "Response spectrum method for multi‐support seismic excitations, Earthquake Engineering and Structural Dynamics" on DeepDyve, the largest online rental service for scholarly research with thousands of academic publications available at your fingertips.
https://link.springer.com/article/10.1007%2Fs11803-012-0114-4
Jul 03, 2012 · A simplified multisupport response spectrum method is presented. The structural response is a sum of two components of a structure with a first natural period less than 2 s. The first component is the pseudostatic response caused by the inconsistent motions of the structural supports, and the second is the structural dynamic response to ground ...Cited by: 5
https://civildigital.com/response-spectrum-method-analysis-learn-examples/
Sep 10, 2013 · Equivalent lateral force for an earthquake is defined as a set of lateral force which will produce the same peak response as that obtained by dynamic analysis of structures . The equivalence is restricted to a single mode of vibration. The response spectrum method of analysis is developed using the following steps.
https://nehrpsearch.nist.gov/static/files/NSF/PB93221752.pdf
4,074 degrees of freedom and 6 pairs of support points, and site-specific response spectra are used for the response analysis. The new response spectrum method is shown to offer a simple and viable alternative for seismic analysis of multiply supported structures subjected to spatially varying ground motions. The method is particularly effective
http://home.iitk.ac.in/~vinaykg/Iset484.pdf
SPATIAL SEISMIC EXCITATIONS AND RESPONSE SPECTRA Zbigniew Zembaty Opole University of Technology 45-271 Opole ul.Mikolajczyka 5 Poland ABSTRACT Formal extensions of the response spectrum method to include spatial seismic effects are reviewed. Two approaches are described in detail: the first based on random vibrations of a simple oscillator under
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