A unified formulation of the piecewise exact method for inelastic seismic demand analysis including the P-delta effect.
The non linear analysis of single degree of freedom (SDOF) systems provides the essential background information for both strength based design and displacement based evaluation/design methodologies through the development of the inelastic response spectra. The recursive solution procedure called th...
| में प्रकाशित: | Earthquake engineering & structural dynamics. 32, 6 (2003). |
|---|---|
| मुख्य लेखक: | |
| स्वरूप: | लेख |
| भाषा: | English |
| विषय: |