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Theoretical Calculation and Analysis of Slip and Deformation for Concrete Sandwich Panels 被引量:1
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作者 李砚波 章少华 夏宝阳 《Transactions of Tianjin University》 EI CAS 2007年第2期121-125,共5页
Slip and deformation of concrete sandwich panels under uniformly distributed loads is concerned. The effect of slip on the deformation of concrete sandwich panels are studied,and the analytical expressions of slip and... Slip and deformation of concrete sandwich panels under uniformly distributed loads is concerned. The effect of slip on the deformation of concrete sandwich panels are studied,and the analytical expressions of slip and deformation for concrete sandwich panels is obtained. These formulae can describe the slip distribution and account for its effect on deformation. In order to restrict the bound of formula, the formula of crack moment is obtained. The results of theoretical calculation are compared with those of tests and finite element methods. The comparison shows that the results of theoretical calculation are in accord with those of tests and finite element methods. So the theoretical calculation can be used to calculate slip and deformation of concrete sandwich panels in practical projects. 展开更多
关键词 concrete sandwich panels SLIP deformation deflection crack moment finite element method
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Waveform inversion and analysis of an unusual earthquake swarm in the Boshan mining area, Shandong Province, China
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作者 Jian-Chang Zheng Jin-Hua Zhao +1 位作者 Chang-Peng Xu Peng Wang 《Earthquake Science》 CSCD 2016年第1期1-15,共15页
Moment tensor solutions were retrieved for the earthquake swarm that occurred during November and December 2010 in the Boshan mining area, Shandong Province, China. The results showed that the double-couple components... Moment tensor solutions were retrieved for the earthquake swarm that occurred during November and December 2010 in the Boshan mining area, Shandong Province, China. The results showed that the double-couple components in the source mechanisms were higher at the beginning of the swarm and consisted mainly of shear faulting controlled by tectonic stress. The subsequent events had significant non-double-couple components, indicating tensile faulting. The double-couple components predominately presented as normal faulting and the P axes were orientated almost vertically. The slip vectors of the swarm events were relatively stable. With reference to the tectonic features near the epicenter, we concluded that the swarm was a result of subordinate fault motion related to the Wangmu Mountain fault and that high-pressure pore fluids played a crucial role in the activity of the earthquake swarm. 展开更多
关键词 moment tensor - Tensile crack MECHANISM Boshan earthquake swarm Pore pressure
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