To achieve rational and precise seismic response predictions of large span spatial structures(LSSSs),the inherent non-uniformity and multidimensionality characteristics of earthquake ground motions should be properly ...To achieve rational and precise seismic response predictions of large span spatial structures(LSSSs),the inherent non-uniformity and multidimensionality characteristics of earthquake ground motions should be properly taken into consideration.However,due to the limitations of available earthquake stations to record seismic rotational components,the effects of rocking and torsional earthquake components are commonly neglected in the seismic analyses of LSSSs.In this study,a newly developed method to extract the rocking and torsion components at any point along the area of a deployed dense array from the translational earthquake recordings is applied to obtain the rotational seismic inputs for a LSSS.The numerical model of an actual LSSS,the Dalian International Conference Center(DICC),is developed to study the influences of multi-support and multidimensional excitations on the seismic responses of LSSSs.The numerical results reveal that the non-uniformity and multidimensionality of ground motion input can considerably affect the dynamic response of the DICC.The specific degree of influence on the overall and local structural displacements,deformations and forces are comprehensively investigated and discussed.展开更多
采用二阶、三阶Moller-P lesset微扰理论方法(MP2,MP3),组态相互作用方法(QC ISD)及密度泛函理论方法(B3LYP),在6-311++G**基组下对弱结合分子体系ArHF进行了ab in itio计算,得到了Ar-HF体系的两个不同的线型平衡几何结构-ArHF、ArFH及...采用二阶、三阶Moller-P lesset微扰理论方法(MP2,MP3),组态相互作用方法(QC ISD)及密度泛函理论方法(B3LYP),在6-311++G**基组下对弱结合分子体系ArHF进行了ab in itio计算,得到了Ar-HF体系的两个不同的线型平衡几何结构-ArHF、ArFH及其角型异构分子的结构,并计算得到了这几个异构分子的热力学常量和谐性力常量,进一步考察了不同方法对弱结合分子的影响.展开更多
基金National Natural Science Foundation of China under Grant Nos.51738007,51808099the Fundamental Research Funds for the Central Universities under Grant No.DUT20RC(3)005。
文摘To achieve rational and precise seismic response predictions of large span spatial structures(LSSSs),the inherent non-uniformity and multidimensionality characteristics of earthquake ground motions should be properly taken into consideration.However,due to the limitations of available earthquake stations to record seismic rotational components,the effects of rocking and torsional earthquake components are commonly neglected in the seismic analyses of LSSSs.In this study,a newly developed method to extract the rocking and torsion components at any point along the area of a deployed dense array from the translational earthquake recordings is applied to obtain the rotational seismic inputs for a LSSS.The numerical model of an actual LSSS,the Dalian International Conference Center(DICC),is developed to study the influences of multi-support and multidimensional excitations on the seismic responses of LSSSs.The numerical results reveal that the non-uniformity and multidimensionality of ground motion input can considerably affect the dynamic response of the DICC.The specific degree of influence on the overall and local structural displacements,deformations and forces are comprehensively investigated and discussed.
文摘采用二阶、三阶Moller-P lesset微扰理论方法(MP2,MP3),组态相互作用方法(QC ISD)及密度泛函理论方法(B3LYP),在6-311++G**基组下对弱结合分子体系ArHF进行了ab in itio计算,得到了Ar-HF体系的两个不同的线型平衡几何结构-ArHF、ArFH及其角型异构分子的结构,并计算得到了这几个异构分子的热力学常量和谐性力常量,进一步考察了不同方法对弱结合分子的影响.
