Integration of peak seismic floor velocities and accelerations into the performance-based design of steel structures
Author:
Publisher
Elsevier BV
Subject
Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Reference43 articles.
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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. Quantification of floor seismic response: Formulated PFA for non-classically damped structure and empirical PFV for elasto-plastic structure;Soil Dynamics and Earthquake Engineering;2024-06
2. Response Modification Factor of High-Strength Steel Frames with D-Eccentric Brace Using the IDA Method;Buildings;2024-06-01
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