Seismic behaviour of asymmetric buildings with supplemental damping.
This paper investigated the response of asymmetric plan buildings with supplemental viscous damping to harmonic ground motion using modal analysis techniques. It is shown that most modal parameters, except dynamic amplification factors (DAFs), are affected very little by the plan wise distribution o...
| में प्रकाशित: | Earthquake engineering & structural dynamics. 29, 4 (2000). |
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| मुख्य लेखक: | |
| स्वरूप: | लेख |
| भाषा: | English |
| विषय: |