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单索面独塔斜拉桥振动台模型试验研究
引用本文:高文军,牛松山,兰海燕.单索面独塔斜拉桥振动台模型试验研究[J].公路交通技术,2010(2):45-48.
作者姓名:高文军  牛松山  兰海燕
作者单位:招商局重庆交通科研设计院有限公司,重庆400067;桥梁工程结构动力学国家重点实验室,重庆400067
摘    要:对某单索面独塔斜拉桥进行振动台模型试验设计,以及白噪声扫频试验和模拟地震试验,详细分析试验结果,并将其与计算结果进行比较分析,验证计算结果的正确性。

关 键 词:单索面独塔斜拉桥  振动台  模型试验

Test and Study on Model of Vibrating Table in Cable-stayed Bridge with Single Cable Plane and Single Tower
GAO Wenjun,NIU Songshan,LAN Haiyan.Test and Study on Model of Vibrating Table in Cable-stayed Bridge with Single Cable Plane and Single Tower[J].Technology of Highway and Transport,2010(2):45-48.
Authors:GAO Wenjun  NIU Songshan  LAN Haiyan
Institution:GAO Wenjun, NIU Songshan, LAN Haiyan
Abstract:This paper performs the test design for the model of vibrating table in a cable-stayed bridge with single cable plane and single tower, the white noise swept-frequency test and the seismic simulation test, analyzes test results in detail, and compares them with calculated results so as to verify the correctness of calculated results.
Keywords:cable-stayed bridge with single cable plane and single tower  vibrating table  model test
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