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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: 676
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://onlinelibrary.wiley.com/doi/pdf/10.1002/9780470824634.ch5
Response Spectrum Analysis for Multi‐Support Excitations. Cascaded Analysis of Secondary Systems using Response Spectrum Method. Approximate Modal Response Spectrum Method of Analysis. Seismic Coefficient Method. Comparison of Some Code Provisions Prescribed by Different Earthquake Codes. Exercise Problems. Appendix 5.A Digitized Values of ...
https://www.deepdyve.com/lp/wiley/response-spectrum-method-for-multi-support-seismic-excitations-EJiViQrR5k
Response spectrum method for multi‐support seismic excitations Response spectrum method for multi‐support seismic excitations Kiureghian, Armen Der; Neuenhofer, Ansgar 1992-01-01 00:00:00 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.
https://www.degruyter.com/view/IBZ/ID654805135
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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://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
https://www.scientific.net/AMM.438-439.1514
Oct 01, 2013 · The seismic spectral computation of structures is time-consuming under multiple-support excitations. The seismic spectral response of structures can be expressed based on several correlation coefficients and the time consumption can be greatly reduced if the coefficients are expressed in closed-form. In this paper, approximate expressions of spatial coherence functions are suggested.Author: Jin Guo, Jun Jie Wang
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
https://link.springer.com/article/10.1007/s11709-007-0014-2
The assumption and problem of the mode-superposition response spectrum method in seismic design code is discussed ... Development of a seismic design method based on response spectra for building structures. ... which is a generalization of the CCQC method to the case of multi-components and multiple-support seismic excitations and deducing ...Cited by: 1
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