Direct-displacement and force-based seismic assessment of RC frame structures
Author:
Publisher
Springer Science and Business Media LLC
Subject
Building and Construction,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s41024-021-00160-z.pdf
Reference52 articles.
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2. Kowalsky MJ, Priestley MJN, MacRae GA (1995) Displacement-based design of RC bridge columns in seismic regions. Earthq Eng Struct Dyn. https://doi.org/10.1002/eqe.4290241206
3. Priestley MJN, Kowalsky MJ (2000) Direct displacement-based seismic design of concrete buildings. Bull New Zeal Soc Earthq Eng 33:421–444
4. Panagiotakos TB, Fardis MN (2001) A displacement-based seismic design procedure for RC buildings and comparison with EC8. Earthq Eng Struct Dyn 30:1439–1462. https://doi.org/10.1002/eqe.71
5. Freeman SA (2004) Review and development of the capacity spectrum method. ISET J Earthq Technol 41:1–13
Cited by 2 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. Application of Endurance Time Method in Seismic Assessment of RC Frames Designed by Direct Displacement-Based Procedure;Turkish Journal of Civil Engineering;2023-10-13
2. Influence of DDBD Approach in Seismic Assessment of Vertically Irregular RC Buildings;Lecture Notes in Civil Engineering;2022-10-30
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