Non-Linear Seismic Analysis Method of Concrete Frame Structure
The proposed computation method principle utilized in the studied problem, which consist in solving the dynamic equilibrium differential equation system, written in the incremental form, using a hysteretic model of computing in analytical form, is presented.
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Gheorghe Asachi Technical University of Jassy
2005-01-01
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| Series: | Bulletin of the Polytechnic Institute of Jassy: Constructions, Architechture Section |
| Subjects: | |
| Online Access: | http://www.ce.tuiasi.ro/~bipcons/Archive/37.pdf |