Utjecaj višestruke seizmičke pobude oslonaca na vitke dugačke konstrukcije

Zbornik Radova Pub Date : 2023-11-22 DOI:10.32762/zr.26.1.8
Paolo Fabijan, Nina Čeh
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引用次数: 0

Abstract

A beam model is experimentally subjected to multiple support seismic excitation and in parallel, a numerical model for simulation of this problem is developed. The goal is to better understand the behaviour of long slender structures subjected to multiple support excitation based on analyses of experimental results, and to validate the numerical model using experimental results. In this paper the effect of the number of added masses to the dynamic response and the beneficial (in this case) effect of the time delay of excitation between the supports to the displacements of the structure are presented.
针对细长延性结构的更高抗震净空倡议
对一个梁模型进行了多支撑地震激励实验,同时开发了一个用于模拟该问题的数值模型。目的是根据对实验结果的分析,更好地理解细长结构在多支撑激励下的行为,并利用实验结果验证数值模型。本文介绍了附加质量的数量对动态响应的影响,以及支撑之间的激励时间延迟对结构位移的有利影响(在本例中)。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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