1) frame-supported short-leg shear wall structure
框支短肢剪力墙结构
1.
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。
2.
The frame-supported short-leg shear wall structure is a combination of short leg shear-wall and frame-supported shear wall.
框支短肢剪力墙结构体系是将短肢剪力墙结构与框支剪力墙结构相结合的产物,由于短肢剪力墙的特殊性,框支短肢剪力墙在结构形式、受力特点上与传统框支剪力墙有明显不同,目前在工程界虽然运用广泛,但理论研究尚不完善。
2) framed short-leg shear wall
框支短肢剪力墙
1.
The specimens included a framed short-leg shear wall haunched beam-shaped transfer plane framework and an unhaunched beam-shaped transfer frame with the same dimension.
为了研究框支短肢剪力墙加腋梁式转换层结构的抗震性能,分别对一榀框支短肢剪力墙加腋梁式转换框架及一榀相同尺寸的不加腋梁式转换框架进行了竖向荷载和水平低周反复荷载共同作用下的拟静力试验。
2.
In order to analyse seismic behaviors of inclined column-shaped and beam-shaped transfer floor,the pseudo static testing is carried out,which are subjected to vertical loads and horizontal cyclic loads,respectively on two specimens,including the framed short-leg shear wall inclined column-shaped transfer plane framework and the same dimension beam-shaped transfer frame.
为了研究框支短肢剪力墙斜柱式与梁式转换层结构的抗震性能,分别对一榀框支短肢剪力墙斜柱式转换框架及一榀相同尺寸的梁式转换框架进行了竖向荷载和水平低周反复荷载共同作用下的拟静力试验。
3.
This thesis carries out the pseudo static test, which are subjected to vertical loads and horizontal cyclic loads, respectively on two specimens, including the framed short-leg shear wall inclined column-shaped transfer plane framework and the same dimension beam-shaped transfer structure frame.
本文分别对一榀框支短肢剪力墙斜柱式转换框架及一榀相同尺寸的梁式转换框架两个试件进行了竖向荷载和水平低周反复荷载共同作用下的拟静力试验。
3) frame-supported short-leg shear wall
框支短肢剪力墙
1.
The frame-supported short-leg shear wall is a combination of short leg shear-wall and frame-supported shear wall.
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。
2.
The frame-supported short-leg shear wall structure is a combination of short-leg shear wall and frame-supported shear wall.
框支短肢剪力墙结构体系是将短肢剪力墙结构与框支剪力墙结构相结合的产物。
4) frame supported short-leg shear wall structures with special shaped columns
框支短肢剪力墙-异形柱结构
5) short shear wall
短肢剪力墙结构
1.
Common problems and recommendations for improvement in the design of short shear wall structure
短肢剪力墙结构设计的常见问题及改进建议
6) frame-supported shear wall structure
框支剪力墙结构
1.
Shock absorbing analysis of a certain overrun high-rise frame-supported shear wall structure;
某超限高层框支剪力墙结构减震分析
2.
This article illustrates the design pattern and the node design characteristic of the tall frame-supported shear wall structure base steel reinforced concrete column,and propose the key question and the technical measure in design concerning project practice.
通过对某高层框支剪力墙结构底部型钢混凝土柱的设计情况和节点设计特点的阐述,结合工程实践,提出了设计中值得注意的关键问题以及技术措施。
3.
12 building as the example, this paper introduces in detail a whole set of design conceptions and methods of the parti al frame-supported shear wall structure from the conceptional design to the str uctural arrangement and from the shock-resistant calculation to the structural node.
以捷利12#综合楼设计实例为例,较为详尽地介绍了部分框支剪力墙结构从概念设计到结构布置、从抗震计算到构造节点等一整套设计理念和方法。
补充资料：剪力墙
| 剪力墙 shear wall 房屋或构筑物中主要承受风荷载或地震作用引起的水平荷载的墙体。防止结构剪切破坏。又称抗风墙或抗震墙、结构墙。分平面剪力墙和筒体剪力墙。平面剪力墙用于钢筋混凝土框架结构、升板结构、无梁楼盖体系中。为增加结构的刚度、强度及抗倒塌能力，在某些部位可现浇或预制装配钢筋混凝土剪力墙。现浇剪力墙与周边梁、柱同时浇筑，整体性好。筒体剪力墙用于高层建筑、高耸结构和悬吊结构中 ，由电梯间、楼梯间、设备及辅助用房的间隔墙围成，筒壁均为现浇钢筋混凝土墙体，其刚度和强度较平面剪力墙高可承受较大的水平荷载。 |
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条