A Procedure for Performing Nonlinear Pushover Analysis for Tsunami Loading to ASCE 7

Author:

Baiguera Marco1ORCID,Rossetto Tiziana2,Robertson Ian N.3ORCID,Petrone Crescenzo4

Affiliation:

1. Research Fellow, Dept. of Civil, Environmental and Geomatic Engineering, Univ. College London, Gower St., London WC1E 6BT, UK (corresponding author). ORCID: .

2. Professor, Dept. of Civil, Environmental and Geomatic Engineering, Univ. College London, Gower St., London WC1E 6BT, UK.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Hawaii at Manoa, Honolulu, HI 96822. ORCID: .

4. Senior Earthquake Analyst, Willis Towers Watson, Lime St., London EC3M 7DQ, UK.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference20 articles.

1. Aegerter D. 2021. “A method for conducting push-over tsunami analysis in accordance with ASCE 7-16.” M.S. thesis Dept. of Civil Engineering Univ. of Hawaii at Manoa.

2. Development of Physics-Based Tsunami Fragility Functions Considering Structural Member Failures

3. Performance-Based Tsunami Engineering methodology for risk assessment of structures

4. Radiocarbon test of earthquake magnitude at the Cascadia subduction zone

5. Baiguera M. T. Rossetto I. Robertson and C. Petrone. 2019. “A nonlinear static procedure for the tsunami design of a reinforced concrete building to the ASCE7 standard.” In Proc. SECED 2019 Conf. edited by T. Rossetto. London: Society for Earthquake and Civil Engineering Dynamics.

Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Integrated Study of Existing Tsunami Design Standards;Journal of Structural Engineering;2022-12

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