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Simple Linear Elastic Static Analysis Procedure To Attain Desired Collapse Mechanism For Moment Resisting Frames by josenero macawile is a document available to read on EtoBox.
The paper presents a simple linear elastic static analysis procedure aimed at achieving the desired collapse mechanism for moment resisting frames (MRFs) during seismic events. It emphasizes the importance of the column-to-beam strength ratio (CBSR) in ensuring ductile behavior and preventing undesirable collapse mechanisms, proposing a method to estimate the required strength ratios at beam-column joints. The authors argue that current code provisions for CBSR are insufficient and suggest a new approach to
- Author
- josenero macawile
- Language
- EN