Evaluation of the response modification factor of steel buildings with linked columns frame system
Author:
Publisher
Elsevier BV
Subject
Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Reference45 articles.
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1. Evaluation of the Fragility Curve for Steel Structures with Linked Columns Frame System under Sequences of Critical Earthquakes;2024-08-10
2. A new performance‐based seismic design method using endurance time analysis for linked column frame system and a comparison of structural systems and seismic analysis methods;The Structural Design of Tall and Special Buildings;2024-02-28
3. Effective length coefficient of pier of multi-span continuous rigid-frame bridge based on transfer matrix method with branch;Journal of Central South University;2024-02
4. Effect of Beam-Column Connection Types on the Response Modification Factors of Steel Frames;International Journal of Steel Structures;2024-01-28
5. Response modification and seismic design factors of RCS moment frames based on the FEMA P695 methodology;STEEL COMPOS STRUCT;2023
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