Based on the experience of the practical design, some measures of design and construction of foundation and shear wall in high-rise building are put forward in this paper.
以实际设计经验总结为基础，对钢筋混凝土高层建筑建筑基础和剪力墙的设计与构造提出了一些具有实用价值的处理措施。
Draw some valuable conclusions for the short shear wall structure provides the basis for the design.
得出一些有价值的结论，为短肢剪力墙结构的设计提供了依据。
This paper discusses high-level framework for seismic design of shear wall structure and some views are given.
本文主要论述了高层框架剪力墙结构在抗震设计方式中的一些看法。
In this paper, the application of direct displacement-based design method which is the most representative performance-based design method for the shear wall structure will be studied.
本文对基于性能的抗震设计方法中最具有代表性的直接基于位移的设计方法在剪力墙结构中的应用进行了研究。
The general principle of frame shear wall structure design, selection of floor architecture, beam column layout, etc. are described.
介绍框架-剪力墙结构设计中的一般原则、楼面体系的选用、框架梁柱布置等问题。
The test results proved that the seismic behavior of frame-supported short-leg shear wall structure by reasonable design is accepted.
试验结果表面，经过合理设计的框支短肢剪力墙结构具有良好的抗震性能。
However, the short shear wall of the research is still very full and not have a complete set of design theory and methods to guide the design of the project.
但是，目前对短肢剪力墙的研究仍不是很充分，还没有一套完整的设计理论和方法来指导工程设计。
As two bottom stories of frame shear wall in commercial building, the methods of anti earthquake design of upper laying structure were not dealed with in code.
作为商住楼的底部二层框架—剪力墙、上部砌体结构的抗震设计方法，在规范中并无涉及。
Since the new structural code was carried out in 2000 and the new regulations were added on the design of shear-wall structure, and then the new subject have been presented to the designer.
结构专业新规范自2000年陆续开始执行，在剪力墙结构的设计方面增加了许多新的规定，给设计人带来许多新的课题。
Minimum shear force required in the design of frame in frame-wall structure and necessity of story beam in shear wall are discussed.
分析了框剪结构中框架承担的最小地震剪力及框剪结构中剪力墙设楼层梁问题。
The key point of design of the short shear wall bearing frame structure system is discussed. And the design could be referred to the similitude engineering.
论述了短肢剪力墙框支结构体系设计要点，为相似工程提供设计参考。
The results provide meaningful theoretic basis for popularization and aseismic design of the newtype superposed shear wall.
为新型叠合剪力墙结构的推广应用及其抗震设计提供有意义的理论依据。
The procedure for direct Displacement- Based Seismic Design ( DBSD) method of frame- shear wall structures is briefly introduced.
简述了框架-剪力墙结构直接基于位移的抗震设计过程。
Short pier shear wall made the weak links and the concept of seismic design, structural design for reference.
提出了短肢剪力墙抗震薄弱环节及概念设计，供结构设计职员参考。'）；
This paper provides a method for reinforced concrete shear wall structure optimization design under horizontal earthquake, and for engineering and technical personnel some degree of reference value.
本文为水平地震作用下钢筋混凝土剪力墙结构的优化设计提供了一种方法，对工程技术人员亦有一定的参考价值。
The cementing job quality was successfully controlled by means of carrying out the cementing design plan of wall shear stress and the leakproof method by raising slurry viscosity.
通过实施壁面剪应力固井设计方法和提高水泥浆粘度的防漏方法，成功实现了对固井质量的控制。
Therefore, the systematic study of short-shear wall structural performance in engineering design has become an urgent need to resolve the issue.
因此，系统地研究短肢剪力墙结构的性能已成为工程设计中迫切需要解决的课题。
The frame shear-wall system is adopted in design.
工程结构采用了框架-剪力墙体系。
The article introduces the design ideas and design process in energy-saving of a high-rise shear wall structure house project;
文章介绍某高层剪力墙结构住宅项目工程节能设计设计思路和设计过程；
For the masonry building with frame-shear wall on bottom stories, the plate design of the changing floor is very important.
在底部框架-抗震墙砖房设计中，转换层楼板的设计是十分重要的环节。
Some reinforced concrete aseismic walls must be considered in design on the longitude and transverse in the brick masonry building with frame-shear wall at lower two stories.
底部两层框墙砖房中，在底部两层的横向和纵向应设计一定数量的钢筋混凝土抗震墙。
In the end, seismic design Suggestions for shear wall with concealed is presented.
最后建议了剪力墙的抗震构造措施。
Partial frame-supported shear wall structure is adopted for the Synonym Haifeng. Performance based seismic design was proposed.
天朗海峰国际中心塔楼采用现浇钢筋混凝土部分框支剪力墙结构。
Measures were given to the over-long floor and the staggered floor. A joint model of shear wall by FEM method was analyzed. The result shows that the capacity can satisfy with the design.
对剪力墙平面外设环梁的节点受力情况进行了有限元分析，结果表明这种节点处理措施有足够的安全性能。
To improve the seismic design of reinforced concrete frame-shear wall structures, the empirical formula for estimation of the fundamental periods were investigated, and a new formula was presented.
为改善钢筋混凝土框架剪力墙结构抗震设计，完善框剪结构自振周期计算经验公式。
The test results show that the reinforced porous brick wall similar tO normal reinforced brick wall on aseismic design, shear resistance of the bar cannot be used very much when using lap joint...
试验结果表明，配筋多孔砖墙与配筋普通砖墙具有相近的抗震性能，水平筋采用搭接接头时不能发挥钢筋的抗剪作用以及端部锚固钢筋具有提高承载力和约束砌体作用等。
The test results show that the reinforced porous brick wall similar tO normal reinforced brick wall on aseismic design, shear resistance of the bar cannot be used very much when using lap joint...
试验结果表明，配筋多孔砖墙与配筋普通砖墙具有相近的抗震性能，水平筋采用搭接接头时不能发挥钢筋的抗剪作用以及端部锚固钢筋具有提高承载力和约束砌体作用等。
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