Macromechanism Approach for Vulnerability Assessment of Buildings on Shallow Foundations in Liquefied Soils-Reference-Cited by-同舟云学术

Macromechanism Approach for Vulnerability Assessment of Buildings on Shallow Foundations in Liquefied Soils

Published:2023-03 Issue:3 Volume:149 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Viana da Fonseca Antonio¹^ORCID,Millen Maxim²^ORCID,Quintero Julieth³^ORCID,Sargin Sinan⁴^ORCID,Rios Sara⁵^ORCID,Romão Xavier⁶^ORCID,Pereira Nuno⁷,Panico Fabrizio⁸,Oztoprak Sadik⁹,Kelesoglu M. Kubilay¹⁰^ORCID

Affiliation:

1. Full Professor, Construct-Geo, Faculty of Engineering, Univ. of Porto, Porto 4200-465, Portugal. ORCID: .

2. Assistant Research Fellow, Dept. of Civil and Natural Resources Engineering, Faculty of Engineering, Univ. of Canterbury, Christchurch 8041, New Zealand. ORCID: .

3. Ph.D. Student, Construct-Geo, Faculty of Engineering, Univ. of Porto, Porto 4200-465, Portugal (corresponding author). ORCID: .

4. Research Assistant, Dept. of Civil Engineering, Istanbul Univ.-Cerrahpasa, Istanbul 34320, Turkey. ORCID: .

5. Assistant Research Fellow, Construct-Geo, Faculty of Engineering, Univ. of Porto, Porto 4200-465, Portugal. ORCID: .

6. Assistant Professor, Construct-Lese, Faculty of Engineering, Univ. of Porto, Porto 4200-465, Portugal. ORCID: .

7. Construct-Lese, Faculty of Engineering, Univ. of Porto, Porto 4200-465, Portugal.

8. Senior Geotechnical Engineer, Consultant, Dept. of Mining, Golder Associates Portugal, Porto 4150-331, Portugal.

9. Professor, Dept. of Civil Engineering, Istanbul Univ.-Cerrahpasa, Istanbul 34320, Turkey.

10. Associate Professor, Dept. of Civil Engineering, Istanbul Univ.-Cerrahpasa, Istanbul 34320, Turkey. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-10881

Reference63 articles.

1. The geotechnical properties of soils

2. Altoontash A. 2004. “Simulation and damage models for performance assessment of reinforced concrete beam-column joints.” Ph.D. dissertation Dept. of Civil and Environmental Engineering Stanford Univ.

3. Seismic loss estimation of non-ductile reinforced concrete buildings

4. Bentley. 2020. “Plaxis2D Complete 2D geotechnical analysis software version: 21.” Accessed March 1 2022. https://www.bentley.com/en/products/product-line/geotechnical-engineering-software/plaxis-2d.

5. Modelling liquefaction-induced building damage in earthquake loss estimation

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. Assessment of liquefaction effects on dynamic soil-structure interaction for the 1908 Messina and Reggio Calabria scenario earthquake;Soil Dynamics and Earthquake Engineering;2024-03