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Firstly, this paper focuses on the research and theory of anti-seismic parameters of EBSF and active beam link, establish rational mechanism and yielding model of the structure, set forth the design principle and method of it.

本文首先对高层偏心支撑钢框架结构的抗震参数和耗能梁段进行分析研究,建立合理的屈服机制和屈服模型,阐述了其设计计算原理及方法。

In this paper, the seismic behavior of a typical joint in the air-cooled condenser structure system is researched.

本文针对空冷支架结构体系中典型的空间钢桁架节点进行了抗震性能试验研究。

The related codes, such as and the RP2A-WSD constituted by the American Petroleum Institute, are taken as reference for the determination of seismic design parameters of offshore platforms.

目前,一般是参照《建筑抗震设计规范》和美国石油协会制定的RP2A-WSD规范,依据地震安全性评价的技术规定,进行专门的地震动参数研究。

It was found that the foundation stiffness and foundation anisotropy play important role in the interaction analysis.

0引言大坝与无限地基的动力相互作用对大坝的地震响应及大坝的抗震安全评价具有重要影响。

It has been discussed that the value of improvement factor of part compressive strength, design value of compressive strength in part compressive strength calculation of masonry structure and the antiknock bearing capacity proven of the reinforced brick masonry;and some corresponding suggestions are presented.

就砌体结构局部受压计算中局部抗压强度提高系数、抗压强度设计值的取值及配筋砖砌体构件的截面抗震承载力验算等问题进行了分析,并提出了相应的建议,可供设计时参考。

According to results of analysis, An approximate method calculating transfer function by site dynamic characteristics is presented.

研究了抗震规范中的为高层建筑结构作时程分析确定地震动的方法并指出不足,提出了用近似场地传递函数来确定地震动时程的实用方法。

The unbonded partially prestressed concrete flat-beam frame structure has been used in the practice project in our country, but the aseismatic study of this structure is not perfect at present, study on theory is lagged behind the demand of engineering apply. It has important theoretic meaning and applied value to go deep into the examinational study about the prestressed concrete flat-beam frame structures.This thesis sums up the study of the RC flat-beam frame structure, the PC frame structure, the steel-fiber concrete, the performance of the steel-fiber concrete and its influence to the seismic resistance of the frame.

近年来国内已经开始在实际工程中采用无粘结部分预应力混凝土扁梁框架结构,但是目前对这种结构形式的抗震研究工作还不完善,理论研究已滞后于工程应用的需要,因此深入进行扁梁框架结构的研究,在经济合理的情况下确保该结构的抗震安全性具有重要的理论意义和应用价值。

In this paper, the author discusses the origin and the development of the aseismic design medel code,approaches the role and the characteristics of the model code, points out the necessity and the ways of drawing up and developing the model code in China, and puts forward a set of relatively complete classification of engineering structure operation function based on the performance design, and proposes the principles, framework and the methods of aseismic design classification.

文摘:论述了抗震设计样板规范的由来和发展,探讨了样板规范的作用和特点,提出了在我国编制和发展样板规范的必要性和途径,且提出了一套较完整的、基于性态设计的工程结构使用功能分类和抗震设计分类的原则、框架和方法。

The results show that the inspected ceramic plate curtain wall system behaves quite well and the seismic design requirements are met.

试验结果表明,所测试的陶板幕墙系统具有良好的抗震性能,符合抗震设计要求。

The environmental impacting problems caused by 1000kV power transmission equipments such as audible noise, radio interference and electrostatic induction are more serious than those caused by 500kV power transmission equipments; meanwhile, due to the higher height of gravity centers of 1000kV equipments, the aseismic property of these equipments deteriorates, thus decreasing the influence on environment and intensifying the aseismic property of 1000kV power transmission equipments configured in Southeast Shanxi substation become the key points in the design of them.

相对于500 kV配电装置,1 000 kV装置可听噪声、无线电干扰及静电感应等环境影响问题更为突出,且设备安装高度及设备重心更高,使抗震性能降低。因此,降低环境影响、提高抗震性能成为晋东南1 000 kV配电装置设计的关键问题。

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