So this paper, the hysteretic behavior of the damaged member and resilience model to do some research.
所以本文就损伤构件的滞回性能和恢复力模型做了一些研究工作。
Based on the experiments, the effect factors of the shear resistance and hysteretic behavior of compound bearing walls are analyzed.
并以试验为基础，对复合承载墙体的抗剪承载力的影响因素和滞回性能进行了分析。
Failure modes and effects of reinforcement ratio on hysteretic behavior of joints were synthetically considered during cyclic-loading.
主要探讨节点的破坏模式以及混凝土板内配筋率对节点性能的影响并与纯钢节点进行了比较。
Hysteretic Behavior and Design Criterion of Composite Steel Frame-Reinforced Concrete Infill Wall Structural System with FR Connections.
颜鹏，刚性连接钢框架—内填钢筋混凝土剪力墙结构体系的滞回性能及抗震设计对策。
A direct identification method is presented to identify the hysteretic behavior of wire-cable isolators through steady harmonic excitation.
本文提出一个通过稳态正弦激励直接识别钢丝绳减振器滞回性能的方法。
Based on the SMA double-line constitutive relation, the hysteretic behavior of cone SMA damper is analyzed by numeric nonlinear finite method.
基于形状记忆合金的双线性本构模型，利用非线性有限元方法数值分析了形状记忆合金阻尼器的滞回特性。
Hysteretic behavior of components and resilience model of seismic design and analysis is based, is an important parameter for seismic behavior.
构件的滞回性能和恢复力模型是结构抗震设计和分析的基础，是结构抗震性能的重要参数。
It is indicated that the hysteretic properties of pipe truss mainly relies on the hysteretic behavior of joints which are unstiffened connected types.
实验表明，采用相贯节点的钢管结构，其滞回特性取决于节点的滞回行为。
Finally, some Suggestions for improving joint design are presented on the basis of parameter analysis of the hysteretic behavior of diaphragm-through joint.
最后在对节点滞回性能参数分析的基础上，提出了节点设计和改进建议。
Effects of column axial force and rib stiffener on hysteretic behavior of connections were synthetically considered for the first time during cyclic-loading.
在循环加载试验中首次综合探讨了柱轴力大小、加劲肋构造措施等对连接性能的影响。
By introducing the hysteretic behavior of masonry, this model can be used for the elastoplastic time history analysis of masonry buildings with complex configuration.
引入了砌体的滞回特性，该模型可用于复杂体型砌体结构房屋弹塑性地震反应时程分析。
Hysteretic behavior of steel beam-column web connections in steel frames under cyclical load is simulated by finite element method involving material, geometry and status nonlinear.
考虑材料、几何和状态三重非线性，对钢框架梁柱腹板连接在循环荷载作用下的滞回性能进行了有限元模拟。
Based on the simulating result of FEM numerical experiment, this paper investigates the effect of local buckling on the hysteretic behavior of tubular columns under cyclic unaxial load.
之后讨论了在这个模型下多点实时通信的性能，着重分析了不同调度方式和不同网络负荷对实时数据的时延影响。
The study on the strength and performance of circular CFST have been carried in many countries, but research on the hysteretic behavior of circular CFST under variable axial force is very limited.
目前，许多国家都开始了对圆钢管混凝土构件的强度和性能的研究，但对变轴力下圆钢管混凝土支撑滞回性能研究还较少。
Study results show that hyperbolic tangent hysteretic model can describe the mechanical behavior of magnetorheological damper perfectly and it is simple in form, explicit in concept and easy to apply.
结果表明，双曲正切滞回模型能很好地描述磁流变阻尼器的力学性能，且形式简单、概念明确，适合实际应用。
Study results show that hyperbolic tangent hysteretic model can describe the mechanical behavior of magnetorheological damper perfectly and it is simple in form, explicit in concept and easy to apply.
结果表明，双曲正切滞回模型能很好地描述磁流变阻尼器的力学性能，且形式简单、概念明确，适合实际应用。
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