首页> 外文OA文献 >STUDIES ON RESPONSE CONTROL TECHNOLOGIES FOR BUILDING STRUCTURES ―Part 2 Behavior and Analysis of the Model Structure with Viscous Damping Walls during Earthquakes―
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STUDIES ON RESPONSE CONTROL TECHNOLOGIES FOR BUILDING STRUCTURES ―Part 2 Behavior and Analysis of the Model Structure with Viscous Damping Walls during Earthquakes―

机译:建筑结构响应控制技术研究 - 第2部分地震作用下粘滞阻尼模型结构的行为与分析 -

摘要

This paper is concerned with a new aseismic design method for building structures named ""Structual Response Control Design using Viscous Damping Walls(in brief VD-Wall)"". The VD-Wall's design formulas obtained from a series of tests using high viscous fluid materials and the practical structure with VD-Walls has experienced some earthquakes. The response analyses for the practical structure, using inelastic time-history dynamic analysis,are executed and the results show good agreements with the observations.Some remarks were derived from these results as follows;1) This energy dissipator ""VD-Wall"" can provide sufficient damping to structure and reduce the dynamic response of it.2) The analytical method,presented on this paper,is a simple and sufficiently effective measure to estimate the dynamic response of the structure with VD-Walls.This technology is considered to be practical.
机译:本文涉及一种名为““使用粘性阻尼墙的结构响应控制设计(简称VD-Wall)”的建筑结构抗震设计新方法。通过使用高粘度流体材料进行的一系列测试以及使用VD-Walls的实际结构获得的VD-Wall的设计公式经历了一些地震。使用非弹性时程动态分析法对实际结构进行了响应分析,结果与观测值吻合良好。从这些结果中得出了以下几点意见:1)该消能器“ VD-Wall” 2)本文提出的分析方法是一种简单而有效的方法,可用来估算VD-Walls结构的动力响应。切合实际。

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