1) frame-shear wall
框架剪力墙
1.
Fair-faced concrete construction of frame-shear wall structure;
框架剪力墙结构清水混凝土施工
2.
Time history response analysis of cooperative effects of the tall frame-shear wall structure-piles-soil system;
高层框架剪力墙结构与桩-土共同作用的时程响应分析
2) frame-shear wall
框架-剪力墙
1.
Seismic response of irregular frame-shear wall structures;
不规则框架-剪力墙结构的地震反应
2.
Firstly characters of frame-shear wall structure are introduced in this paper.
首先对框架-剪力墙的结构形式与特点进行简单介绍。
3.
In order to investigate the seismic torsional response of base-isolated structures with frame-shear walls,the lateral-torsion coupling vibration model and the corresponding motion equation are formulated for the high-storey structure with frame-shear wall and isolated foundation under seismic action.
为了研究框架-剪力墙基础隔震结构的地震扭转反应,建立了地震作用下高层框架剪力墙基础隔震结构的平移-扭转耦联振动模型和运动方程,分析了单轴偏心基础隔震结构的平移-扭转耦联地震响应,并探讨了不同偏心率下隔震结构的地震反应。
3) frame-shear wall structures
框架-剪力墙
1.
In earlier calculation models,the stiffness centers in frame-shear wall structures have been located by the structural torsion stiffness.
以往高层框架-剪力墙结构扭转计算模型,均根据结构抗扭刚度的定义(即使楼层产生单位扭转角时所需要作用的扭矩值)来确定楼层刚心位置,但由于框架与剪力墙的变形特征和剪力分配机理都不相同,导致这些模型的刚心计算位置与常理不符。
2.
The rationality of the limit value of axial compression ratio of columns in frame-shear wall structures is researched from the viewpoints of deformation capacity and yielding mecha-nism in this paper.
本文从变形能力与破坏机制的角度对框架-剪力墙结构中柱轴压比限值的合理性进行了讨论,指出轴压比限值应根据柱所处位置的不同而加以区别。
5) frame-shearwall structure
框架-剪力墙结构
1.
With the development of architecture,the marginal structural system between frame structure and frame-shearwall structure or shearwall structure and frame-shearwall structure has occurred.
为了解决框架结构与框架-剪力墙结构以及剪力墙结构与框架-剪力墙结构之间的边缘结构体系的设计问题,对这类结构进行了认定分析,对这种结构在设计中存在的误区做了全面的归纳总结,并对这类结构提出了设计建议,分析表明:此类结构不可以完全按照框架—翦力墙结构体系进行设计;最后还提出了这类结构的研究展望。
2.
frame-shearwall structure with special-shaped columns are considered, the lateral stiffness of shear wall in mid-highrise residential buildings of RC.
综合考虑剪力墙剪切变形、异形框架柱轴向变形和连梁刚度对异形柱框架-剪力墙结构的抗侧刚度的影响,对抗震设防区的中高层钢筋混凝土异形柱框架-剪力墙结构体系住宅进行剪力墙抗侧刚度的优化,同时采用底部剪力法分析剪力墙抗侧刚度与水平地震作用的关系,考虑层间位移、刚重比、剪重比等约束条件建立优化数学模型,并结合新规范给出模型的数值解。
3.
The building uses reinforced concrete frame-shearwall structure.
鼎好电子商城二期工程采用钢筋混凝土框架-剪力墙结构,地上通过钢结构连廊与一期相连。
6) frame-shear wall structure
框架-剪力墙结构
1.
The 18-story frame-shear wall structure is used for an office building named HuiLongyuan in harbin.
哈尔滨慧隆苑办公楼采用18层框架-剪力墙结构,由于功能要求,须对其17、18两层原结构施工图进行抽柱修改设计。
2.
quadratic lateral load pattern) which can include uniform lateral load pattern,triangular lateral load pattern and multimode lateral load pattern is set up,and the drift computation formula of frame-shear wall structure under the quadratic lateral load distribution is deduced.
推导了二次曲线侧向荷载分布作用下,框架-剪力墙结构的水平位移曲线。
3.
Based on considering the bending deformation Of shear walls, the optimum stiffness of shear wall in a frame-shear wall structure was analyzed in this paper in six combined cases with the hoal deformation of side columns of frame or walls, the shear deformation of shear walls and the different coupling of binding beams.
本文在考虑剪力墙弯曲变形基础上,由框架边柱(墙)轴向变形、剪力墙剪切变形和连系梁不同联接等三种因素,分六种组合情况,分析框架-剪力墙结构中剪力墙的最优刚度。
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。 |
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参考词条