Impact of Long-Duration Earthquakes on Successive Earthquake-Tsunami Fragilities for Reinforced Concrete Frame Archetypes-Reference-Cited by-同舟云学术

Impact of Long-Duration Earthquakes on Successive Earthquake-Tsunami Fragilities for Reinforced Concrete Frame Archetypes

Published:2024-10 Issue:10 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Harati Mojtaba¹^ORCID,van de Lindt John W.²

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523. ORCID: .

2. Professor, Dept. of Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-13018

Reference75 articles.

1. ACI (American Concrete Institute). 2002. Building code requirements for structural concrete (ACI 318-02) and commentary. ACI 318R-02. Farmington Hills, MI: ACI.

2. Physically Parameterized Prediction Equations for Significant Duration in Active Crustal Regions

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

4. Alam M. S. A. R. Barbosa M. H. Scott D. T. Cox and J. W. van de Lindt. 2019. “Multi-hazard earthquake-tsunami structural fragility assessment framework.” In Proc. 13th Int. Conf. on Applications of Statistics and Probability in Civil Engineering (ICASP13) 1318–1325. Reston VA: ASCE. https://doi.org/10.22725/ICASP13.244.

5. Altoontash, A. 2004. Simulation and damage models for performance assessment of reinforced concrete beam-column joints. Stanford, CA: Stanford Univ.

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