振动台实验和动态响应地震后的钢筋混凝土建筑英文文献和中文翻译(3)
Further dynamic analysis of the test model should be carried out in order to achieve a direct comparison between the analysis and the test results. Meanwhile, as the limited capability for simulation of reduced-scale specimen, it is expected to conduct a full-scale structure test in the near future. Acknowledgments The investigation presented in this paper was funded by the State Key Laboratory at Tongji University, Shanghai, and by the National Natural Science Foundation of China (No. 59978013). The graduate students Liu Tao, Ge Yingyu, Jiang Xin and Chong Xun also participated in the research project and contributed to the paper. References Chinese National Standard (2001), Code for Seismic Design of Buildings (GB50011-2001), Beijing, China. Li Kangning, Kubo T and Ventura CE (1999), "3-D Analysis of Building Model and Reliability of Simulated Structural Earthquake Responses," Proceedings of the International Seminar on New Seismic Design Methodologies for TalIBuildings, Beij ing, China, pp.34-41. Meli R (1992), "Code-prescribed Seismic Actions and Performance of Buildings," Proceedings of the llth Worm Conference on Earthquake Engineering, Vol. IX, Madrid, Spain, pp.5787-5796. Ye Xianguo (1996), "Evaluation of Structural Damage of Reinforced Concrete Building Subjected to Earthquakes," Doctor Thesis of National University of Mexico, Mexico. Zhang Minzheng (1997), "Study on Similitude Laws for Shaking Table Test," Earthquake Engineering and Engineering Vibration, 17(2): 52-58. (in Chinese)
摘要：本文介绍了钢筋混凝土（钢筋混凝土）建筑模型振动台试验结果的十分之一。试验模型为原型的建筑是在1985墨西哥地震中遭到严重破坏。在试验过程中所使用的输入接地激励是在1985和1995墨西哥地震中的原型建筑附近的网站上获得的记录。试验表明，试验模型的破坏模式与原型建筑的破坏模式一致。应用三维框架模型对原型建筑进行了地震响应分析。用于动态分析的输入运动是与相似变换的振动台试验测量。分析结果与振动台试验结果的对比表明，该结构对未成年人和中等地震的反应可以预测。然而论文网，地震的预测和实际反应之间有不同。
关键词：钢筋混凝土建筑；振动台试验；地震反应；非弹性动力分析
1概述
振动台试验和非线性响应分析是建筑结构抗震设计研究的重要途径。振动台试验结果受试验模型的尺寸、相似性设计、模型材料的性能、振动输入和控制、数据采集和处理等因素的影响。因此，对测试结果进行评估是很困难的，非线性响应分析在建筑结构抗震设计中具有非常重要的作用。新颁布的《建筑抗震设计规范（GB50011-2001）”（国家标准，2001）强调高层建筑的非线性响应分析的必要性。众所周知，从非弹性动力响应分析得到的结果是高度依赖于许多因素，如结构模型，结构构件的行为的评价，地震地面运动的输入，数值方法等。因此，可靠的非线性动态响应分析需要仔细检查，这可以通过比较它的真正的结构地震反应或振动台试验结果从模型结构。实际地震时，地震作用下的实际结构地震反应可能不容易，但是，振动台试验可以用来为评价目的提供有价值的数据。