After study and analysis, the binding masonry structure is a kind of better structure system in economy and earthquake-resistant behavior with the notable seismic strength and the ductility.
经研究和分析，约束砌体的抗震强度有明显的提高，延性有显著的改善，它是一种既经济，抗震性能又好的结构形式。
Incorporating with the model dynamic experiment and Finite-Element seismic analysis of a shear-wall superhigh building, paper gives the earthquake resistant behavior of such structures.
本文结合一超高层钢筋混凝土剪力墙一核心筒结构的模型试验与有限元动力分析，对超高层筒体结构的动力特性作了具体研究分析。
The Experimental Study and Finite Element Analysis on Seismic Behavior of Hollow Shear Wall of R. C. Structure with Seams.
带缝空心r.c。剪力墙结构抗震性能试验研究及有限元分析。
Main problems of analysis and design including member and joint design and seismic behavior etc. have been introduced.
讨论了结构计算和设计中的主要问题，包括杆件设计、节点设计和抗震分析等。
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。
The seismic behavior of steel reinforced concrete (SRC) frames with reduced beam sections is investigated through a cyclic loading experiment and its analysis for a model of 2-bay, 3-story SRC frame.
为了研究翼缘削弱的型钢混凝土框架的抗震性能，对一榀两跨三层型钢混凝土框架模型进行了低周反复荷载试验。
The seismic behavior of steel reinforced concrete (SRC) frames with reduced beam sections is investigated through a cyclic loading experiment and its analysis for a model of 2-bay, 3-story SRC frame.
为了研究翼缘削弱的型钢混凝土框架的抗震性能，对一榀两跨三层型钢混凝土框架模型进行了低周反复荷载试验。
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