We compile a regional catalogue of earthquakes with moment magnitude of the Center-Southern Asia test area(20°-35°N,85°-105°E)for the Global Seismic Hazard Assessment Program(GSHAP).There are signi...We compile a regional catalogue of earthquakes with moment magnitude of the Center-Southern Asia test area(20°-35°N,85°-105°E)for the Global Seismic Hazard Assessment Program(GSHAP).There are significant inhomogeneous and uncompleted data,and n uniformity of earthquake magnitudes in this test area because this region is situated on the boundaries of many countries,such as China,India,Nepal,Vietnam,etc.We establish a relationship between Gutenberg surface-wave magnitude and IASPEI surface-wave magnitude,which can be used for conversion of different magnitude scales into moment magnitude for this catalogue.A catalogue of events with Mw≥6.0 of this test area is given at the end of this paper.展开更多
A new type of steel moment resisting frame with bottom flange friction devices （BFFDs） has been developed to provide self-centering capacity and energy dissipation, and to reduce permanent deformations under earthqu...A new type of steel moment resisting frame with bottom flange friction devices （BFFDs） has been developed to provide self-centering capacity and energy dissipation, and to reduce permanent deformations under earthquakes. This paper presents a numerical simulation of self-centering beam-column connections with BFFDs, in which the gap opening/closing at the beam-column interfaces is simulated by using pairs of zero-length elements with compression-only material properties, and the energy dissipation due to friction is simulated by using truss elements with specified hysteretic behavior. In particular, the effect of the friction bolt bearing against the slotted plate in the BFFDs was modeled, so that the increase in lateral force and the loss of friction force due to the bolt bearing could be taken into account. Parallel elastic-perfectly plastic gap （ElasticPPGap） materials in the Open System for Earthquake Engineering Simulation （OpenSees） were used with predefined gaps to specify the sequence that each bolt went into the bearing and the corresponding increase in bending stiffness. The MinMax material in OpenSees is used to specify the minimum and maximum values of strains of the ElasticPPGap materials. To consider the loss of friction force due to bok bearing, a number of parallel hysteretic materials were used, and the failure of these materials in sequence simulated the gradual loss of friction force. Analysis results obtained by using the proposed numerical model are discussed and compared with the test results under cyclic loadings and the seismic loading, respectively.展开更多
Numerical analysis is presented for the characteristic parameters of centered-inclined coupling slot in rectangular waveguides, taking into account the transverse distribution of the electric field across the slot ape...Numerical analysis is presented for the characteristic parameters of centered-inclined coupling slot in rectangular waveguides, taking into account the transverse distribution of the electric field across the slot aperture. Integral equations are formulated based on dyadic Green's function theories and solved using the method of moments. Trigonometric basis functions are adopted. It is found that the method will converge with up to ten basis functions. The characteristic parameters can be easily obtained for different slot sizes. Resonant length and resonant resistance of the coupling slots are calculated. It is shown that the calculated results have very high accuracy, compared with simulated results obtained from commercial software. Therefore, it can be effectively applied in the synthesis of antenna arrays. Effects of the transverse distribution on calculating resonant parameters of the coupling slot are also analyzed. The results show that if the transverse distribution of the electric field is neglected, the calculated error tends to become larger when the slot gets wider or thinner.展开更多
盾构姿态控制过程中通过尽量减小各区压大小差异,可降低管片受剪开裂和纵向错台风险。为实现目标区压均衡分配,构建均衡分配几何模型,推导区压均衡约束条件,结合目标总推力和目标力矩条件,推导可实现任意多个区压均衡分配的计算公式。...盾构姿态控制过程中通过尽量减小各区压大小差异,可降低管片受剪开裂和纵向错台风险。为实现目标区压均衡分配,构建均衡分配几何模型,推导区压均衡约束条件,结合目标总推力和目标力矩条件,推导可实现任意多个区压均衡分配的计算公式。对比验证结果表明:1)相对于传统伪逆法和人工分配方法,所提出的均衡法有效提升了区压的均衡性,明显降低了相邻分区压差。2)基于区压均衡原则,提出不同总推力对应的力矩/力心极限边界解算方法,并描述了对应规律,即随着总推力由0 k N增长至分界值,同一方位的极限力矩由0 k N·m线性增至最大值,而极限力心半径为定值;当总推力继续增至最大总推力,极限力矩从最大值线性衰减至0 k N·m,极限力心也从最大值非线性衰减至0 m。3)基于所述极限边界,可避免力矩/力心设定超界引发的控制风险。展开更多
目的探讨着鞋类型(裸足、普通鞋、极简鞋)与步行速度(快步走、常速行走)对膝关节生物力学指标的影响,为科学健身提供理论参考。方法采用Vicon三维运动捕捉系统、Kisler三维测力台同步采集10名男性在裸足、穿着不同鞋常速行走与快步走时...目的探讨着鞋类型(裸足、普通鞋、极简鞋)与步行速度(快步走、常速行走)对膝关节生物力学指标的影响,为科学健身提供理论参考。方法采用Vicon三维运动捕捉系统、Kisler三维测力台同步采集10名男性在裸足、穿着不同鞋常速行走与快步走时下肢运动生物力学指标。采用双因素(2种行走方式×3种着鞋类型)重复测量方差分析对各指标进行统计分析。结果相对于快步走,常速行走时足底压力中心(center of pressure,COP)向外偏移较大,额状面膝关节力臂、膝关节内收外力矩和第1峰值负载率均较小,但额状面膝关节冲量矩较大;相对于穿着普通跑鞋,裸足或穿着极简鞋时,步幅变小,COP向外偏移较大,额状面膝关节力臂、膝关节内收外力矩、第1峰值负载率和额状面膝关节冲量矩较小。结论为降低额状面膝关节冲量矩以及峰值负载率,建议着极简鞋采用小步幅进行快步走锻炼。展开更多
文摘We compile a regional catalogue of earthquakes with moment magnitude of the Center-Southern Asia test area(20°-35°N,85°-105°E)for the Global Seismic Hazard Assessment Program(GSHAP).There are significant inhomogeneous and uncompleted data,and n uniformity of earthquake magnitudes in this test area because this region is situated on the boundaries of many countries,such as China,India,Nepal,Vietnam,etc.We establish a relationship between Gutenberg surface-wave magnitude and IASPEI surface-wave magnitude,which can be used for conversion of different magnitude scales into moment magnitude for this catalogue.A catalogue of events with Mw≥6.0 of this test area is given at the end of this paper.
基金National Natural Science Foundation of China Under Grant No. 51078075a grant from Southeast University (No. 3205000502)the financial support from the State Key Lab of Subtropical Building Science, South China University of Technology under Grant No. 2010KB05
文摘A new type of steel moment resisting frame with bottom flange friction devices （BFFDs） has been developed to provide self-centering capacity and energy dissipation, and to reduce permanent deformations under earthquakes. This paper presents a numerical simulation of self-centering beam-column connections with BFFDs, in which the gap opening/closing at the beam-column interfaces is simulated by using pairs of zero-length elements with compression-only material properties, and the energy dissipation due to friction is simulated by using truss elements with specified hysteretic behavior. In particular, the effect of the friction bolt bearing against the slotted plate in the BFFDs was modeled, so that the increase in lateral force and the loss of friction force due to the bolt bearing could be taken into account. Parallel elastic-perfectly plastic gap （ElasticPPGap） materials in the Open System for Earthquake Engineering Simulation （OpenSees） were used with predefined gaps to specify the sequence that each bolt went into the bearing and the corresponding increase in bending stiffness. The MinMax material in OpenSees is used to specify the minimum and maximum values of strains of the ElasticPPGap materials. To consider the loss of friction force due to bok bearing, a number of parallel hysteretic materials were used, and the failure of these materials in sequence simulated the gradual loss of friction force. Analysis results obtained by using the proposed numerical model are discussed and compared with the test results under cyclic loadings and the seismic loading, respectively.
文摘Numerical analysis is presented for the characteristic parameters of centered-inclined coupling slot in rectangular waveguides, taking into account the transverse distribution of the electric field across the slot aperture. Integral equations are formulated based on dyadic Green's function theories and solved using the method of moments. Trigonometric basis functions are adopted. It is found that the method will converge with up to ten basis functions. The characteristic parameters can be easily obtained for different slot sizes. Resonant length and resonant resistance of the coupling slots are calculated. It is shown that the calculated results have very high accuracy, compared with simulated results obtained from commercial software. Therefore, it can be effectively applied in the synthesis of antenna arrays. Effects of the transverse distribution on calculating resonant parameters of the coupling slot are also analyzed. The results show that if the transverse distribution of the electric field is neglected, the calculated error tends to become larger when the slot gets wider or thinner.
文摘盾构姿态控制过程中通过尽量减小各区压大小差异,可降低管片受剪开裂和纵向错台风险。为实现目标区压均衡分配,构建均衡分配几何模型,推导区压均衡约束条件,结合目标总推力和目标力矩条件,推导可实现任意多个区压均衡分配的计算公式。对比验证结果表明:1)相对于传统伪逆法和人工分配方法,所提出的均衡法有效提升了区压的均衡性,明显降低了相邻分区压差。2)基于区压均衡原则,提出不同总推力对应的力矩/力心极限边界解算方法,并描述了对应规律,即随着总推力由0 k N增长至分界值,同一方位的极限力矩由0 k N·m线性增至最大值,而极限力心半径为定值;当总推力继续增至最大总推力,极限力矩从最大值线性衰减至0 k N·m,极限力心也从最大值非线性衰减至0 m。3)基于所述极限边界,可避免力矩/力心设定超界引发的控制风险。
文摘目的探讨着鞋类型(裸足、普通鞋、极简鞋)与步行速度(快步走、常速行走)对膝关节生物力学指标的影响,为科学健身提供理论参考。方法采用Vicon三维运动捕捉系统、Kisler三维测力台同步采集10名男性在裸足、穿着不同鞋常速行走与快步走时下肢运动生物力学指标。采用双因素(2种行走方式×3种着鞋类型)重复测量方差分析对各指标进行统计分析。结果相对于快步走,常速行走时足底压力中心(center of pressure,COP)向外偏移较大,额状面膝关节力臂、膝关节内收外力矩和第1峰值负载率均较小,但额状面膝关节冲量矩较大;相对于穿着普通跑鞋,裸足或穿着极简鞋时,步幅变小,COP向外偏移较大,额状面膝关节力臂、膝关节内收外力矩、第1峰值负载率和额状面膝关节冲量矩较小。结论为降低额状面膝关节冲量矩以及峰值负载率,建议着极简鞋采用小步幅进行快步走锻炼。
