核电厂建筑物及支承地层的动力地震分析

S. Koval, A. V. Kuzminov, P. A. Rodin, N. M. Sidorov
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引用次数: 0

摘要

在专门的软件中进行动力地震分析时,采用各种方法来模拟地震荷载和结构与承受力层的协同作用。本文利用SCAD和STAR_T软件计算了各结构和承受力层的运动参数。计算了参考塔式支承框架在7级地震时的抗震性能。计算了楼板加速度,建立了楼板响应谱。对各种方法和结构模型的计算结果进行了分析比较。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Dynamic seismic analysis of nuclear power plant buildings and bearing stratum
Various approaches are used for simulating seismic loading and collaboration of a structure and a bearing stratum when carrying out dynamic seismic analysis in specialized software. In the present work, the kinematic parameters of various structures and bearing stratum were calculated using SCAD and STAR_T software. Seismic performance of a reference tower type supporting frame was calculated for 7 grade earthquake. As a result, the floor accelerograms were calculated, and the floor response spectra were built. The calculation results obtained by various methods and structure models were analyzed and compared.
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