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Evaluation of Seismic Safety of Buildings. Report No. 4. Variability of Inelastic Structural Response Due to Real and Artificial Ground Motions.

机译:建筑物抗震安全性评估。报告第4号。真实和人工地面运动引起的非弹性结构响应的变化。

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The variation of nonlinear dynamic structural response due to real and artificial ground motions is studied herein. Three four-degree-of-freedom systems were designed using Newmark's inelastic response spectrum,and statistics of ductility,accelerations and displacements were calculated. The effects of stiffness variation with height and change of the motion intensity are also examined.

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