Test on full-scale three-storey steel moment frame and assessment of ability of numerical simulation to trace cyclic inelastic behaviour.
A test on a full-scale model of a three-storey steel moment frame was conducted, with the objectives of acquiring real information about the damage and serious strength deterioration of a steel moment frame under cyclic loading, studying the interaction between the structural frame and non-structura...
| में प्रकाशित: | Earthquake engineering & structural dynamics. 35, 1 (2006). |
|---|---|
| मुख्य लेखक: | |
| स्वरूप: | लेख |
| भाषा: | अंग्रेज़ी |
| विषय: |