首页> 外文会议>International Conference on Advances in Structural Dynamics Vol.Ⅰ Dec 13-15, 2000, Hong Kong, China >RANDOM VIBRATION ANALYSIS OF LATTICE SHELLS SUBJECTED TO MULTI-DIMENSIONAL EARTHQUAKE INPUTS
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RANDOM VIBRATION ANALYSIS OF LATTICE SHELLS SUBJECTED TO MULTI-DIMENSIONAL EARTHQUAKE INPUTS

机译:多维地震输入作用下的格子壳随机振动分析

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摘要

Lattice shell is a type of spatial structure whose vibrations are dominated by both horizontal and vertical motion. However, most of the researches in the past were only carried out in an assumption that the earthquake inputs to the structure were one-dimensional and independent of each other in three directions. In this paper, a three-dimensional random vibration study is carried out to investigate the seismic performance of lattice shells subjected to multi-dimensional earthquake excitations. The pseudo excitation method for random vibration analysis, proposed by J. H. Lin, is employed and is further developed in the present paper. Based on the method, a computer program is developed and the seismic performance of a spherical lattice shell under multi-dimensional earthquake inputs is studied. The dynamic results for multi-dimensional earthquake inputs are also compared with those for single-dimensional earthquake inputs. Some vibrational characteristics for the shell structure are obtained. It is shown that a significant difference may occur between single and multi-dimensional earthquake inputs.
机译:晶格壳是一种空间结构,其振动主要受水平和垂直运动的影响。但是,过去的大多数研究只是在假设地震输入到结构是一维的并且在三个方向上彼此独立的前提下进行的。本文进行了三维随机振动研究,以研究受到多维地震激励的格壳的抗震性能。 J.H. Lin提出的用于随机振动分析的伪激励方法已被采用,并在本文中得到了进一步发展。基于该方法,开发了计算机程序,研究了多维地震输入下球形格壳的抗震性能。还将多维地震输入的动态结果与单维地震输入的动态结果进行了比较。获得了壳结构的一些振动特性。结果表明,单次和多维地震输入之间可能会出现显着差异。

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