Case Study of Seismic Assessment of a Short Irregular Historic Reinforced Concrete Structure: Time-History Vs. Pushover Nonlinear Methods-Reference-Cited by-同舟云学术

Case Study of Seismic Assessment of a Short Irregular Historic Reinforced Concrete Structure: Time-History Vs. Pushover Nonlinear Methods

Published:2023-03-29 Issue:16 Volume:27 Page:4761-4785
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Georgiou Antroula¹^ORCID,Kotakis Stergos¹,Loukidis Dimitrios¹^ORCID,Ioannou Ioannis¹

Affiliation:

1. Department of Civil and Environmental Engineering, University of Cyprus, Nicosia, Cyprus

Publisher

Informa UK Limited

Subject

Safety, Risk, Reliability and Quality

Link

https://www.tandfonline.com/doi/pdf/10.1080/13632469.2023.2193652

Reference58 articles.

1. A ‘missing’ family of classical orthogonal polynomials

2. Bentz E. C. and M. P. Collins. 2000. RESPONSE2000 reinforced concrete sectional analysis using the modified compression field theory.

3. The Extended Adaptive Capacity Spectrum Method for the Seismic Assessment of Plan-Asymmetric Buildings

4. Ground-Motion Prediction Equations for the Average Horizontal Component of PGA, PGV, and 5%-Damped PSA at Spectral Periods between 0.01sand 10.0s

5. BPIE. 2011. Europe’s buildings under the microscope, buildings performance institute Europe. Buildings Performance Institute Europe (BPIE). http://www.bpie.eu/publication/europes-buildings-under-the-microscope/.

Cited by 4 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. Seismic assessment of a dome structure with minarets as secondary elements: The case of Soltaniyeh Dome in Iran;Structures;2024-05

2. Seismic vulnerability estimation of RC structures considering empirical and numerical simulation methods;Archives of Civil and Mechanical Engineering;2024-03-05

3. Improved seismic intensity measures and regional structural risk estimation models;Soil Dynamics and Earthquake Engineering;2024-01

4. Seismic Assessment of a Single-Column Elevated Station Structure;Buildings;2023-07-19