框支短肢剪力墙适用于底部大开间上部小开间的高层建筑。
The frame-supported short-leg shear wall is a combination of short leg shear-wall and frame-supported shear wall.
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。
Partial frame-supported shear wall structure is adopted for the Synonym Haifeng. Performance based seismic design was proposed.
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 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.
本论文的分析结果,为框支剪力墙结构的分析和设计提供了一定的参考。
The results of this thesis can provide some reference for the analysis and designing of the frame-supported shear wall structure.
落地剪力墙刚度是影响框支剪力墙结构安全性和经济型的重要因素之一。
The rigidity of shear wall linked with the ground is an important factor in influencing the safety and economic of the shear wall structure supported on frame-shear wall structure.
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。
The test results proved that the seismic behavior of frame-supported short-leg shear wall structure by reasonable design is accepted.
重点介绍了主楼的结构体系,并就连梁超限及框支梁受力进行了对比分析。
The structural system of main building is mainly introduced and comparison analyses are carried out for overload of post-and-lintel and bearing of framed beams.
结合课题组前期研究成果,对框支密肋壁板结构墙梁的计算方法进行研究。
Based on the former research results, the calculation measure for the wall beam of frame-supported multi-ribbed slab structure has been studied in this paper.
就商店带住宅建筑采用较为合理的框支结构的优越性进行了分析研究和探讨。
Superiority of adopting more rational partial frame construction in shopping building with tenement has been explored and studied.
托墙框支梁由于存在墙梁共同工作作用的影响,框支梁的受力情况相当复杂。
Because of the influence of the wall-beam interaction, the bearing force of the frame-supported beams is very completed.
试验重点研究了框支短肢剪力墙结构的延性、耗能性、刚度衰减特征,结构的屈服机制和破坏机制。
The seismic behaviors of reinforced concrete structure frame-supported short-leg shear wall structure are investigated in the thesis of the test.
试验重点研究了框支短肢剪力墙结构的延性、耗能性、刚度衰减特征,结构的屈服机制和破坏机制。
The frame-supported short-leg shear wall structure is a combination of short-leg shear wall and frame-supported shear wall.
试验重点研究了框支短肢剪力墙结构的延性、耗能性、刚度衰减特征,结构的屈服机制和破坏机制。
The frame-supported short-leg shear wall structure is a combination of short leg shear-wall and frame-supported shear wall.
通过对有限元分析软件ANSYS与工程设计软件TBSA计算结果的比较,总结出在框支剪力墙结构设计中应该注意的一些问题。
Through comparing the results between ANSYS and TBSA, a designing software, summarized some questions that we should pay attentions when designing the frame-supported shear wall structure.
因此本文的内容主要是在总结一些成熟的研究经验的基础上,对有开洞墙体的框支梁在不同的结构条件下其内力变化的规律进行研究。
So the research in this paper is about the internal force variation rule of the frame-supported beam of wall body, which based on some mature investigative experience at difference models.
根据框支墙中钢筋的特点,确定了钢筋与混凝土的材料组合模型,导出刚度矩阵的计算公式。使框支剪力墙结构的非线性有限条法分析成为可能。
According to the features of reinforcing bars in the wall, authors model the combing material model of reinforcement and concrete and get the calculation formulation of a stiffness matrix.
对框支墙、部分框支墙和底层框架上有部分无孔墙的剪力墙亦给出了计算结果,对各种墙在三种常用水平荷载作用下的内力和位移给出了统一的计算公式。
The results are given for the cases such as shear walls fully supported or partly supported by beam-column systems and part of walls above them without openings as well.
介绍了点支式无框玻璃幕墙施工的工艺流程、施工要点、质量标准和质量控制措施。
This paper introduces the technical processes, construction points, quality standards and quality control measures of the construction of the point - supported frameless glass curtain wall.
该支撑单元具有数个支杆,每一支杆的两端分别嵌 设于每两相对应的立框条的嵌合槽内。
The support unite is provided with a plurality of support bars. The two ends of each support bar are embedded in the chimeric grooves of every two relative sash-bar.
该支撑单元具有数个支杆,每一支杆的两端分别嵌 设于每两相对应的立框条的嵌合槽内。
The support unite is provided with a plurality of support bars. The two ends of each support bar are embedded in the chimeric grooves of every two relative sash-bar.
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