Inelastic response of SDOF systems subjected to subduction and crustal ground motions
Structural engineers are increasing turning to nonlinear static procedures to gain better insight into the performance of the structures they design. Key to these procedures is estimating the displacement demand of the design level earthquake. The Coefficient Method, from FEMA 356 (ASCE, 2000) and r...
| Main Author: | |
|---|---|
| Language: | English |
| Published: |
2010
|
| Online Access: | http://hdl.handle.net/2429/18066 |