|本期目录/Table of Contents|

[1]李海洋,王向英,田石柱.地震模拟振动台子结构混合试验方法[J].建筑科学与工程学报,2009,26(02):75-80.
 LI Hai-yang,WANG Xiang-ying,TIAN Shi-zhu.Real Time Dynamic Hybrid Testing Method for Seismic Simulation Shaking Tables[J].Journal of Architecture and Civil Engineering,2009,26(02):75-80.
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地震模拟振动台子结构混合试验方法(PDF)
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
26卷
期数:
2009年02期
页码:
75-80
栏目:
出版日期:
2009-06-20

文章信息/Info

Title:
Real Time Dynamic Hybrid Testing Method for Seismic Simulation Shaking Tables
作者:
李海洋王向英田石柱
哈尔滨工业大学土木工程学院,黑龙江哈尔滨150090
Author(s):
LI Hai-yang, WANG Xiang-ying, TIAN Shi-zhu
School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, Heilongjiang, China
关键词:
地震模拟 振动台子结构混合试验 中央差分法 数值仿真 建筑抗震
Keywords:
seismic simulation RTDHTST central difference method numerical simulation building anti-seism
分类号:
TU317
DOI:
-
文献标志码:
A
摘要:
为了克服地震模拟振动台对试验结构尺寸和质量的限制,并降低试验费用,将子结构试验技术应用于振动台试验,并提出了新型的振动台子结构混合试验方法。介绍了振动台子结构试验的基本原理,分析了2种实时加载方式和加载的具体过程,探讨了振动台子结构试验数值积分算法的特点,并结合算例分析了数值积分算法的稳定性和试验的可行性。数值仿真结果表明:当数值积分步长足够小、试验控制系统的滞后不大时,振动台子结构试验的结果能够很好地与全结构试验的结果相吻合。
Abstract:
In order to overcome the size and mass restrictions of the experimental structure and reduce experimental costs in shaking table test, substructure experimental technique was used in real time dynamic hybrid testing for shaking tables(RTDHTST), and the new type of RTDHTST method was put forward. Furthermore, the basic principle of RTDHTST was introduced, and two real-time loading modes and specific loading process were analyzed. Meanwhile, the characteristics, stability and feasibility of numerical integration algorithm with an example were discussed. Numerical simulation results show that, when the numerical integration step size is small enough, and the experimental control system does not lag behind, the results of the RTDHTST agree well with the results of the whole structure test.

参考文献/References:

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备注/Memo

备注/Memo:
收稿日期:2009-01-05
基金项目:国家自然科学基金项目(90715036)
作者简介:李海洋(1984-),男,江苏淮安人,工学硕士研究生,E-mail:lihaiyang_1984@126.com。
更新日期/Last Update: 2009-06-20