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Response spectrum method for multi‐support seismic excitations
Abstract
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 and variation of local soil conditions are included. The method is based on fundamental principles of random vibration theory and properly accounts for the effects of correlation between the support motions as well as between the modes of vibration of the structure.
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Cited by
De Domenico, D., & Ricciardi, G. (2018) · Earthquake Engineering & Structural Dynamics · doi:10.1002/eqe.3098 · Cited by 302
De Domenico, D., & Ricciardi, G. (2018) · Advances in Civil Engineering · doi:10.1155/2018/6019495 · Cited by 14
Metadata
- Authors
- Kiureghian, A. D., & Neuenhofer, A.
- Venue
- Earthquake Engineering & Structural Dynamics
- Publisher
- Wiley
- Published
- 1992-01
- Volume
- 21
- Issue
- 8
- Pages
- 713-740
- ISSN
- 0098-8847 (ISSN-L)
- 1096-9845
- OpenAlex
- W2026017072
- Cited by
- 459
- References
- 0
- FWCI
- 30.80
- Type
- journal article
- Language
- en
- Open access
- closed
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- CoChat. (2026). Citation check: Response spectrum method for multi‐support seismic excitations. https://app.cochat.ai/papers/10.1002/eqe.4290210805
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- Kiureghian, A. D., & Neuenhofer, A. (1992). Response spectrum method for multi‐support seismic excitations. Earthquake Engineering & Structural Dynamics. https://doi.org/10.1002/eqe.4290210805
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Bibliographic data: Semantic Scholar, OpenAlex, Crossref.
Contains information from the Semantic Scholar Academic Graph Datasets, made available under the ODC Attribution License (ODC-BY 1.0).
Semantic Scholar’s data is described in: Kinney, R., et al. (2023). The Semantic Scholar Open Data Platform. arXiv:2301.10140.
