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无腹杆钢筋混凝土拱型屋架单层厂房振动台模型试验研究
引用本文:杨玉成,李亦斌.无腹杆钢筋混凝土拱型屋架单层厂房振动台模型试验研究[J].地震工程与工程振动,1997,17(1):54-67.
作者姓名:杨玉成  李亦斌
作者单位:[1]哈尔滨国家局工程力学研究所 [2]新疆石油管理局抗震办公室
摘    要:本项研究通过模型结构的振动台模拟地震试验和计算分析,对采用无腹杆钢筋混凝土拱型屋架的单层砖墙柱厂房的抗震性能作出评价,春成果在实际工程中得到应用,并被新修订的《建筑抗震鉴定标准》所采纳。在本项试验研究中特别注意输入地震动的频谱特性与模型结构动力特性的关系,以使试验结果有效。

关 键 词:振动台  拱型层架  模型试验  钢筋混凝土结构  屋架

SHAKING TABLE TEST STUDY OF SINGLE-STOREY INDUSTRIAL BUILDING WITH RC NON-WEBBING ARCH TRUSS
Yang Yucheng.SHAKING TABLE TEST STUDY OF SINGLE-STOREY INDUSTRIAL BUILDING WITH RC NON-WEBBING ARCH TRUSS[J].Earthquake Engineering and Engineering Vibration,1997,17(1):54-67.
Authors:Yang Yucheng
Abstract:The earthquake resistance behaviour is evaluated through a model test on shaking table and its computational analysis for single-storey industrial brick buildings with RC non-webbing arch truss. This research results were used in real engineering and accepted by new revised aseismic evaluation standard of buildings. In this test research, relationship between the frequency characteristic of the input earthquake ground motion and the dynamic characteristic of the model structure is noticed specially. The test results are effective.
Keywords:arch truss  support bar  shaking table  model test  earthquake resistancee  
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