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Application of Endurance Time Method in the Seismic Responses Analysis of Free-Field Site
https://orcid.org/http://orcid.org/0009-0008-7224-4262
https://orcid.org/http://orcid.org/0009-0007-9066-8002
The Endurance Time Method is a promising seismic analysis technique due to its gradual increase in seismic excitation amplitude over time. It involves the prediction of a structure’s gradual transition from an elastic state to a nonlinear damage state during a single time-history calculation. The application of Endurance Time Method in soil-structure problems can significantly reduce computing time. In this paper, the Endurance Time Method is applied on the seismic prediction of free-field site. The results of Endurance Time Method are compared with that of incremental dynamic analysis. For the problem in this paper, Endurance Time Method is well applied in the seismic responses analysis of free-field site, particularly when the induced seismic intensity is small.
Application of Endurance Time Method in the Seismic Responses Analysis of Free-Field Site
https://orcid.org/http://orcid.org/0009-0008-7224-4262
https://orcid.org/http://orcid.org/0009-0007-9066-8002
The Endurance Time Method is a promising seismic analysis technique due to its gradual increase in seismic excitation amplitude over time. It involves the prediction of a structure’s gradual transition from an elastic state to a nonlinear damage state during a single time-history calculation. The application of Endurance Time Method in soil-structure problems can significantly reduce computing time. In this paper, the Endurance Time Method is applied on the seismic prediction of free-field site. The results of Endurance Time Method are compared with that of incremental dynamic analysis. For the problem in this paper, Endurance Time Method is well applied in the seismic responses analysis of free-field site, particularly when the induced seismic intensity is small.
Application of Endurance Time Method in the Seismic Responses Analysis of Free-Field Site
https://orcid.org/http://orcid.org/0009-0008-7224-4262
https://orcid.org/http://orcid.org/0009-0007-9066-8002
The Endurance Time Method is a promising seismic analysis technique due to its gradual increase in seismic excitation amplitude over time. It involves the prediction of a structure’s gradual transition from an elastic state to a nonlinear damage state during a single time-history calculation. The application of Endurance Time Method in soil-structure problems can significantly reduce computing time. In this paper, the Endurance Time Method is applied on the seismic prediction of free-field site. The results of Endurance Time Method are compared with that of incremental dynamic analysis. For the problem in this paper, Endurance Time Method is well applied in the seismic responses analysis of free-field site, particularly when the induced seismic intensity is small.
Application of Endurance Time Method in the Seismic Responses Analysis of Free-Field Site
Lecture Notes in Civil Engineering
Guo, Wei (editor) / Qian, Kai (editor) / Tang, Honggang (editor) / Gong, Lei (editor) / Li, Wenting (author) / Xu, Haozhe (author)
International Conference on Green Building, Civil Engineering and Smart City ; 2023 ; Guiyang, China
2024-02-02
6 pages
Article/Chapter (Book)
Electronic Resource
English
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