Towards a direct collapse load method of design for concrete frames subjected to severe ground motions.
Most current methods of design for concrete structures under earthquake loads rely on highly idealized 'equivalent' static representations of the seismic loads and linear elastic methods of structural analysis. With the continuing development of non-linear methods of dynamic analysis for t...
| Published in: | Earthquake engineering & structural dynamics. 31, 10 (2002). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
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