Study on inelastic displacement ratio spectra for near-fault pulse-type ground motions

Author:

Zhai Changhai,Li Shuang,Xie Lili,Sun Yamin

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference15 articles.

1. Akkar SD and Miranda E (2005), “Statistical Evaluation of Approximate Methods for Estimating Maximum Deformation Demands on Existing Structures,” Journal of Structural Engineering, ASCE, 131(1): 160–172.

2. Baez JI and Miranda E (2000), “Amplification Factors to Estimate Inelastic Displacement Demands for the Design of Structures in the Near Field,” Proceedings of the 12th Word Conference on Earthquake Engineering, Auckland, New Zealand: New Zealand Society for Earthquake Engineering, pp. 1561.

3. Chopra AK and Goel RK (2000), “Evaluation of NSP to Estimate Seismic Deformations: SDF systems,” Journal of Structural Engineering, 126(4):482–490.

4. Huang Jianwen and Zhu Xi (2003), “Inelastic Response Analysis for the SDOF Structures Under Near-fault Earthquakes,” China Safety Science Journal, 13(11):59–65. (in Chinese)

5. Iwan WD, Huang Chingtung and Guyader AC (2000), “Important Features of the Response of Inelastic Structures to Near-field Ground Motion,” Proceedings of the 12th Word Conference on Earthquake Engineering, Auckland, New Zealand: New Zealand Society for Earthquake Engineering, pp. 1740.

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