基于OpenSees Navigator的子结构混合仿真试验系统及其验证
摘要：将有限元软件OpenSees Navigator应用于子结构混合仿真试验，介绍了基于OpenSees Navigator的子结构混合仿真试验方法的试验原理、试验系统组成和误差控制方法，并通过八层实腹式SRC异形柱框架子结构混合仿真试验结果和有限元软件OpenSees Navigator的数值模拟结果来验证该试验系统及方法的有效性和准确性。研究结果表明，试验预加载得到的命令位移和反馈位移时程曲线吻合程度较好，验证了该试验系统的有效性；模型结构的加速度反应、位移反应和层间剪力试验结果和模拟结果较为接近，表明该子结构混合仿真试验系统和试验方法能够较好地反映SRC异形柱框架结构在地震作用下的动力反应，将该试验系统应用于工程结构的抗震性能研究能够取得良好的效果。
关键词：子结构混合仿真试验；OpenSees Navigator；试验系统；误差控制方法；试验验证；
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参考文献[1] 周起敬.钢与混凝土组合结构设计施工手册[M].北京：中国建筑工业出版社，1991.
[2] 邱法维.结构抗震实验方法进展[J].土木工程学报，2004,37(10):19-27.
[3] 马磊，隋龑，强一，等.基于MTS加载系统及OpenFresco网络平台的远程协同子结构拟动力试验方法研究[J].地震工程与工程振动，2018,38(2):115-120.
[4] 贾丽花.电液伺服地震模拟振动台控制算法的研究与实现[D].北京：北京交通大学，2007.
[5] A FILIATRAULT R,TREMBLAY,THOEN B K.Second gelleration earthquake simulation system in Canada:description and performance [C]//Conference on Earthquake Engineering,Mexico City,1996.
[6] 易伟建，刘一江，肖岩，等.远程协同结构试验技术的构想和实施[C]//现代结构试验及远程协同与资源共享专家研讨会论文资料集.长沙，2002.
[7] WATANABE E,YUN C B,SUGIURA K,et al.On line interactive testing between KAIST and Kyoto University[C]//Proceeding of the 14th KKNN Symposium on Civil Engineering.Kyoto,2001.
[8] TAKASHI Y,KAZUTOSHI N.International collaborative pesudo-dynamic testing method for continuous elevated bridges by using internet[J].Advances in Experimental Structural Engineering,2005,24(3):371-376.
[9] WANG S J,WANG K J.Networked pseudo-dynamic testing part Ⅱ:application protocol approach [C]//Proceedings of the 13th World Conference on Earthquake Engineering.Vancouver,2004.
[10] 马磊.基于型钢—再生混凝土组合结构的子结构混合仿真试验方法研究[D].西安：西安建筑科技大学，2014.
[11] 袁国锋.基于混合仿真的结构抗震实验研究[D].西安：西安建筑科技大学.2011.
[12] 李腾飞，隋龑，苏明周，等.偏心支撑框架子结构实时混合仿真试验研究[J].湖南大学学报(自然科学版),2018,45(11):46-53.
[13] 贾贤安.基于MTS的结构抗震试验技术研究[D].合肥：合肥工业大学，2007.
[14] 郑默思，周晓军.多通道结构试验台电液伺服系统的分析[J].机床与液压，2007,35(4):136-138.
[15] Opensees navigator & hybrid simulation [M].Berkeley:University of California,2006.
[16] 杨国俊.基于OpenSEES纤维模型的PRC简支梁桥材料非线性分析研究[D].西安：长安大学，2014.
[17] SCOTT B D,PARK R,PRIESTLY M J N.Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rate[J].Journal of the American Concrete Institute,1982,79(1):13-27.
[18] MENEGOTTO M,PINTO P E.Method of analysis for cyclically loaded reinforced concrete plane frames including changes in geometry and non-elastic behavior of elements under combined norm a force and bending[J].International Association for Bridge and Structural Engineering,1973,25(2):15-22.
[2] 邱法维.结构抗震实验方法进展[J].土木工程学报，2004,37(10):19-27.
[3] 马磊，隋龑，强一，等.基于MTS加载系统及OpenFresco网络平台的远程协同子结构拟动力试验方法研究[J].地震工程与工程振动，2018,38(2):115-120.
[4] 贾丽花.电液伺服地震模拟振动台控制算法的研究与实现[D].北京：北京交通大学，2007.
[5] A FILIATRAULT R,TREMBLAY,THOEN B K.Second gelleration earthquake simulation system in Canada:description and performance [C]//Conference on Earthquake Engineering,Mexico City,1996.
[6] 易伟建，刘一江，肖岩，等.远程协同结构试验技术的构想和实施[C]//现代结构试验及远程协同与资源共享专家研讨会论文资料集.长沙，2002.
[7] WATANABE E,YUN C B,SUGIURA K,et al.On line interactive testing between KAIST and Kyoto University[C]//Proceeding of the 14th KKNN Symposium on Civil Engineering.Kyoto,2001.
[8] TAKASHI Y,KAZUTOSHI N.International collaborative pesudo-dynamic testing method for continuous elevated bridges by using internet[J].Advances in Experimental Structural Engineering,2005,24(3):371-376.
[9] WANG S J,WANG K J.Networked pseudo-dynamic testing part Ⅱ:application protocol approach [C]//Proceedings of the 13th World Conference on Earthquake Engineering.Vancouver,2004.
[10] 马磊.基于型钢—再生混凝土组合结构的子结构混合仿真试验方法研究[D].西安：西安建筑科技大学，2014.
[11] 袁国锋.基于混合仿真的结构抗震实验研究[D].西安：西安建筑科技大学.2011.
[12] 李腾飞，隋龑，苏明周，等.偏心支撑框架子结构实时混合仿真试验研究[J].湖南大学学报(自然科学版),2018,45(11):46-53.
[13] 贾贤安.基于MTS的结构抗震试验技术研究[D].合肥：合肥工业大学，2007.
[14] 郑默思，周晓军.多通道结构试验台电液伺服系统的分析[J].机床与液压，2007,35(4):136-138.
[15] Opensees navigator & hybrid simulation [M].Berkeley:University of California,2006.
[16] 杨国俊.基于OpenSEES纤维模型的PRC简支梁桥材料非线性分析研究[D].西安：长安大学，2014.
[17] SCOTT B D,PARK R,PRIESTLY M J N.Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rate[J].Journal of the American Concrete Institute,1982,79(1):13-27.
[18] MENEGOTTO M,PINTO P E.Method of analysis for cyclically loaded reinforced concrete plane frames including changes in geometry and non-elastic behavior of elements under combined norm a force and bending[J].International Association for Bridge and Structural Engineering,1973,25(2):15-22.
Substructure hybrid simulation test system and verification based on OpenSees Navigator
Abstract: The finite element software OpenSees Navigator was applied to the substructure hybrid simulation test. The test principle, test system composition and error control method of the substructure hybrid simulation test method based on OpenSees Navigator were introduced. Through the substructure hybrid simulation test results and the numerical simulation results of the finite element software OpenSees Navigator of the eight-layer solid-web SRC special-shaped column frame, the effectiveness and accuracy of the test system were verified. The research results show that the command displacement and feedback displacement time-history curves obtained by the test preloading are in good agreement, which verifies the effectiveness of the test system; test and simulation results of the acceleration response, displacement response, and interlayer shear of the model structure are more closer, which indicates that the substructure hybrid simulation test system and test method of the substructure can better reflect the dynamic response of the SRC special-shaped column frame structure under earthquake action, and the test system can be used to study the seismic performance of engineering structures to obtain good results.
Keywords: substructure hybrid simulation test; OpenSees Navigator; test system; error control method; test verification
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