抗震构造措施 meaning in English
details of seismic design
Examples
- 3 . some suggestions for seismic tectonic measure of shear wall with concealed steel bar truss have been presented . and some advice for seismic design of this new shear wall has been put forward
3 .给出了内藏钢桁架混凝土组合剪力墙的抗震构造措施,提出了该新型剪力墙结构的抗震设计建议。 - 4 . some suggestions for seismic tectonic measure of shear wall with concealed steel bar truss have been presented . and some advice for seismic design of this new shear wall has been put forward
4 .给出了内藏钢桁架混凝土组合中高剪力墙的抗震构造措施,提出了该新型剪力墙结构的抗震设计建议。 - Furthermore , mechanical models of structural analysis of these sorts of structures are provided in this thesis . finally , the reasonable methods and details of seismic design are suggested
在试验研究基础上，通过理论分析，建立了结构力学分析模型，提出了结构抗震设计建议和合理的抗震构造措施。 - The influence of the hysteretic energy dissipation is considered by the equivalent displacement in this method and damage index is used in the process of design . according to the different performance objective , the behavior of structure under the earthquake is controlled effectively . then the deformation capacity of beams and columns is realized by the earthquake resistant constructional measure
针对现有各抗震设计方法存在的问题，通过等效位移考虑地震过程中的滞回耗能影响，同时将损伤指标引入设计过程中，通过用户选用不同的性能目标来实现结构性能控制，从而可以有效的控制结构在地震下的行为，并通过量化的抗震构造措施实现梁、柱的变形能力设计。 - By way of these tendons , precest beams and columns can be assembled conveniently , and the joints and frame are monolithic and continuous . consequently , compared with common reinforced concrete frams , this kind of frame systems possess higher reliability and solved the problems in the process of assembling prestressing concrete frames . also it forms the framework of subassemblage and prestressing concrete frames , and explores a new way for industrial production of prestressing structures , based on analysis about the experiments of the reversed cyclic loading on the beam - column , the seismic design method of the prestressed subassemblag e frames , the principle of the analysis about the internal forces and the seismic method of the structure are established , and then the global forces analysis method under the redistributed in
后张预应力筋既可作为施工阶段拼装手段，又可在使用阶段承受梁端弯矩，构成整体受力节点和连续受力框架，克服了装配式节点受力可靠性差的缺陷，解决了预应力混凝土框架难以装配的问题，形成预制预应力混凝土装配整体式框架，开辟了预应力结构工业化生产的新途径。本文在梁柱组合体低周反复荷载试验的基础上进行理论分析，建立预压装配式框架抗震设计方法、内力分析原则和抗震构造措施，并探讨考虑内力重分布的整体受力分析方法。