Non-Linear Seismic Analysis Method of Concrete Frame Structure

Author(s): V. Filip • Felix Schärf
Tomme: LI (LV) | Fascicle: 3-4 | 2005
Pages: 39-48
Abstract text:
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.
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Author(s) Information

V. Filip
Affiliation: „Gheorghe Asachi” Technical University, Jassy, Department of Structural Mechanics.
Email: -
Felix Schärf
Affiliation: „Gheorghe Asachi” Technical University, Jassy, Department of Structural Mechanics.
Email: -

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