Short-limbed wall (SLW) is an intergradation of structure style between erose-section-column frame and conventional shear wall structure.

短肢力墙是介于异形框架柱一般力墙之间的一种建筑结构体系，这种结构形式能使建筑取得良好的功能。

The I type shear blocks dowelled bidirectional hollow plates (I SBDBHPs) are the most widely used.

力键式双向空心大中的Ⅰ型（简称Ⅰ型空心大），是该类空心大中使最多的一种型。

Lastly, by using the FORTRAN language, the thesis compiles the program of the stiffness optimization process of short-leg shear wall-corewall structure.

最后运FORTRAN语言编制了短肢力墙-核心筒结构力墙刚度优化程序。

Disposing welding section steel cross bridging in the slab-column system is a good means to avoid disposing abaci and elevating shear resistance.

合理设置型钢力架是避免设置柱帽,同时有提高柱节点抗冲切承载力的最受欢迎的有手段。

This paper introduces calculation of bolt connectin supported by eccentric sheal force on the basis of ultimate strength and compares ultimate strength method with elastic method.

介绍了按极限强度法计算承受偏心力的普通螺栓连接计算方法 ,通过算例比较了按极限强度法按目前工程设计中常的弹性法计算的差别。

Using the software of ANSYS, it was carried out nonlinear finite element analysis upon the basic behavior of high-strength concrete shear wall subjected to monodirectional lateral load.

摘要采ANSYS软件对高强混凝土力墙在单向水平荷载作下的受力过程进行了非线性有限元分析。

Reaserch of the state-of-the-art on dual system consider shear wall structure as a flexural type cantalever and consider frame structure as a shear type cantalever, ignoring the shear.

框架-混凝土力墙体系,框架-支撑体系,框架-混凝土筒体等双重抗侧力体系在工程中应非常广泛。

Short-limbed wall (SLW) is an intergradation of structure style between erose-section-column frame and conventional shear wall structure.

短肢剪力墙是介于异形框架柱和一般剪力墙之间的一种建筑结构体系，这种结构形式能使建筑取得良好的功能效果。

The I type shear blocks dowelled bidirectional hollow plates (I SBDBHPs) are the most widely used.

剪力键式双向空心大中的Ⅰ型（Ⅰ型空心大），是该类空心大中使最多的一种型。

Lastly, by using the FORTRAN language, the thesis compiles the program of the stiffness optimization process of short-leg shear wall-corewall structure.

最后运FORTRAN语言编制了短肢剪力墙-核心筒结构剪力墙刚度优化程序。

Disposing welding section steel cross bridging in the slab-column system is a good means to avoid disposing abaci and elevating shear resistance.

合型钢剪力架是避免柱帽和托,同时有效提高柱节点抗冲切承载力的最受欢迎的有效手段。

This paper introduces calculation of bolt connectin supported by eccentric sheal force on the basis of ultimate strength and compares ultimate strength method with elastic method.

介绍了按极限强度法计算承受偏心剪力的普通螺栓连接计算方法 ,通过算例比较了按极限强度法和按目前工程计中常的弹性法计算的差别。

Using the software of ANSYS, it was carried out nonlinear finite element analysis upon the basic behavior of high-strength concrete shear wall subjected to monodirectional lateral load.

摘要采ANSYS软件对高强混凝土剪力墙在单向水平荷载作下的受力过程进行了非线性有限元分析。

Reaserch of the state-of-the-art on dual system consider shear wall structure as a flexural type cantalever and consider frame structure as a shear type cantalever, ignoring the shear.

框架-混凝土剪力墙体系,框架-支撑体系,框架-混凝土筒体等双重抗侧力体系在工程中应非常广泛。

Short-limbed wall (SLW) is an intergradation of structure style between erose-section-column frame and conventional shear wall structure.

短肢剪力墙是介于异形框架柱和一般剪力墙之间一种建体系，这种形式能使建取得良好功能效果。

The I type shear blocks dowelled bidirectional hollow plates (I SBDBHPs) are the most widely used.

剪力键式双向空心大板中Ⅰ型板（简称Ⅰ型空心大板），是该类空心大板中使最多一种板型。

Lastly, by using the FORTRAN language, the thesis compiles the program of the stiffness optimization process of short-leg shear wall-corewall structure.

最后运FORTRAN语言编制了短肢剪力墙-核心筒剪力墙刚度优化程序。

Disposing welding section steel cross bridging in the slab-column system is a good means to avoid disposing abaci and elevating shear resistance.

合理设置型钢剪力架是避免设置柱帽和板托,同时有效提高板柱节点抗冲切承载力最受有效手段。

This paper introduces calculation of bolt connectin supported by eccentric sheal force on the basis of ultimate strength and compares ultimate strength method with elastic method.

介绍了按极限强度法计算承受偏心剪力普通螺栓连接计算方法 ,通过算例比较了按极限强度法和按目前工程设计中常弹性法计算差别。

Using the software of ANSYS, it was carried out nonlinear finite element analysis upon the basic behavior of high-strength concrete shear wall subjected to monodirectional lateral load.

摘要采ANSYS软件对高强混凝土剪力墙在单向水平荷载作下受力过程进行了非线性有限元分析。

Reaserch of the state-of-the-art on dual system consider shear wall structure as a flexural type cantalever and consider frame structure as a shear type cantalever, ignoring the shear.

框架-混凝土剪力墙体系,框架-支撑体系,框架-混凝土筒体等双重抗侧力体系在工程中应非常广泛。

Short-limbed wall (SLW) is an intergradation of structure style between erose-section-column frame and conventional shear wall structure.

短肢剪力墙是介框架柱和一般剪力墙之间的一种建筑结构体系，这种结构式能使建筑取得良好的功能效果。

The I type shear blocks dowelled bidirectional hollow plates (I SBDBHPs) are the most widely used.

剪力键式双向空心大板中的Ⅰ型板（简称Ⅰ型空心大板），是该类空心大板中使最多的一种板型。

Lastly, by using the FORTRAN language, the thesis compiles the program of the stiffness optimization process of short-leg shear wall-corewall structure.

最后运FORTRAN语言编制了短肢剪力墙-核心筒结构剪力墙刚度优化程序。

Disposing welding section steel cross bridging in the slab-column system is a good means to avoid disposing abaci and elevating shear resistance.

合理设置型钢剪力架是避免设置柱帽和板托,同时有效提高板柱节点抗冲切载力的最欢迎的有效手段。

This paper introduces calculation of bolt connectin supported by eccentric sheal force on the basis of ultimate strength and compares ultimate strength method with elastic method.

介绍了按极限强度法计算心剪力的普通螺栓连接计算方法 ,通过算例比较了按极限强度法和按目前工程设计中常的弹性法计算的差别。

Using the software of ANSYS, it was carried out nonlinear finite element analysis upon the basic behavior of high-strength concrete shear wall subjected to monodirectional lateral load.

摘要采ANSYS软件对高强混凝土剪力墙在单向水平荷载作下的力过程进行了非线性有限元分析。

Reaserch of the state-of-the-art on dual system consider shear wall structure as a flexural type cantalever and consider frame structure as a shear type cantalever, ignoring the shear.

框架-混凝土剪力墙体系,框架-支撑体系,框架-混凝土筒体等双重抗侧力体系在工程中应非常广泛。

Short-limbed wall (SLW) is an intergradation of structure style between erose-section-column frame and conventional shear wall structure.

短肢剪力墙是介于异形框架柱和一般剪力墙之间的一种建筑结构体系，这种结构形式使建筑取得良好的果。

The I type shear blocks dowelled bidirectional hollow plates (I SBDBHPs) are the most widely used.

剪力键式双向空心大板中的Ⅰ型板（简称Ⅰ型空心大板），是该类空心大板中使最多的一种板型。

Lastly, by using the FORTRAN language, the thesis compiles the program of the stiffness optimization process of short-leg shear wall-corewall structure.

最后运FORTRAN语言编制了短肢剪力墙-核心筒结构剪力墙刚度优化程序。

Disposing welding section steel cross bridging in the slab-column system is a good means to avoid disposing abaci and elevating shear resistance.

合理设置型钢剪力架是避免设置柱帽和板,有提高板柱节点抗冲切承载力的最受欢迎的有手段。

This paper introduces calculation of bolt connectin supported by eccentric sheal force on the basis of ultimate strength and compares ultimate strength method with elastic method.

介绍了按极限强度法计算承受偏心剪力的普通螺栓连接计算方法 ,通过算例比较了按极限强度法和按目前工程设计中常的弹性法计算的差别。

Using the software of ANSYS, it was carried out nonlinear finite element analysis upon the basic behavior of high-strength concrete shear wall subjected to monodirectional lateral load.

摘要采ANSYS软件对高强混凝土剪力墙在单向水平荷载作下的受力过程进行了非线性有限元分析。

Reaserch of the state-of-the-art on dual system consider shear wall structure as a flexural type cantalever and consider frame structure as a shear type cantalever, ignoring the shear.

框架-混凝土剪力墙体系,框架-支撑体系,框架-混凝土筒体等双重抗侧力体系在工程中应非常广泛。

Short-limbed wall (SLW) is an intergradation of structure style between erose-section-column frame and conventional shear wall structure.

短肢是介于异形框架柱和一般之间一种建筑结构体系，这种结构形式能使建筑取得良好功能效果。

The I type shear blocks dowelled bidirectional hollow plates (I SBDBHPs) are the most widely used.

键式双向空心大板中Ⅰ型板（简称Ⅰ型空心大板），是该类空心大板中使最多一种板型。

Lastly, by using the FORTRAN language, the thesis compiles the program of the stiffness optimization process of short-leg shear wall-corewall structure.

最后运FORTRAN语言编制了短肢-核心筒结构刚度优化程序。

Disposing welding section steel cross bridging in the slab-column system is a good means to avoid disposing abaci and elevating shear resistance.

合理设置型钢架是避免设置柱帽和板托,同时有效提高板柱节点抗冲切承载最受欢迎有效手段。

This paper introduces calculation of bolt connectin supported by eccentric sheal force on the basis of ultimate strength and compares ultimate strength method with elastic method.

介绍了按极限强度法计算承受偏心通螺栓连接计算方法 ,通过算例比较了按极限强度法和按目前工程设计中常弹性法计算差别。

Using the software of ANSYS, it was carried out nonlinear finite element analysis upon the basic behavior of high-strength concrete shear wall subjected to monodirectional lateral load.

摘要采ANSYS软件对高强混凝土在单向水平荷载作下受过程进行了非线性有限元分析。

Reaserch of the state-of-the-art on dual system consider shear wall structure as a flexural type cantalever and consider frame structure as a shear type cantalever, ignoring the shear.

框架-混凝土体系,框架-支撑体系,框架-混凝土筒体等双重抗侧体系在工程中应非常广泛。

Short-limbed wall (SLW) is an intergradation of structure style between erose-section-column frame and conventional shear wall structure.

短肢剪力墙是于异形框架柱和般剪力墙之种建筑结构体系，这种结构形式能使建筑取得良好功能效果。

The I type shear blocks dowelled bidirectional hollow plates (I SBDBHPs) are the most widely used.

剪力键式双向空心大板中Ⅰ型板（简称Ⅰ型空心大板），是该类空心大板中使最多种板型。

Lastly, by using the FORTRAN language, the thesis compiles the program of the stiffness optimization process of short-leg shear wall-corewall structure.

最后运FORTRAN语言编制了短肢剪力墙-核心筒结构剪力墙刚度优化程序。

Disposing welding section steel cross bridging in the slab-column system is a good means to avoid disposing abaci and elevating shear resistance.

合理设置型钢剪力架是避免设置柱帽和板托,同时有效提高板柱节点抗冲切承载力最受欢迎有效手。

This paper introduces calculation of bolt connectin supported by eccentric sheal force on the basis of ultimate strength and compares ultimate strength method with elastic method.

绍了按极限强度法计算承受偏心剪力普通螺栓连接计算方法 ,通过算例比较了按极限强度法和按目前工程设计中常弹性法计算差别。

Using the software of ANSYS, it was carried out nonlinear finite element analysis upon the basic behavior of high-strength concrete shear wall subjected to monodirectional lateral load.

摘要采ANSYS软件对高强混凝土剪力墙在单向水平荷载作下受力过程进行了非线性有限元分析。

Reaserch of the state-of-the-art on dual system consider shear wall structure as a flexural type cantalever and consider frame structure as a shear type cantalever, ignoring the shear.

框架-混凝土剪力墙体系,框架-支撑体系,框架-混凝土筒体等双重抗侧力体系在工程中应非常广泛。

Short-limbed wall (SLW) is an intergradation of structure style between erose-section-column frame and conventional shear wall structure.

短肢剪是介于异形框架柱和一般剪之间的一种建筑结构体系，这种结构形式能使建筑取得良好的功能效果。

The I type shear blocks dowelled bidirectional hollow plates (I SBDBHPs) are the most widely used.

剪键式双向心大板中的Ⅰ型板（简称Ⅰ型心大板），是心大板中使最多的一种板型。

Lastly, by using the FORTRAN language, the thesis compiles the program of the stiffness optimization process of short-leg shear wall-corewall structure.

最后运FORTRAN语言编制了短肢剪-核心筒结构剪度优化程序。

Disposing welding section steel cross bridging in the slab-column system is a good means to avoid disposing abaci and elevating shear resistance.

合理设置型钢剪架是避免设置柱帽和板托,同时有效提高板柱节点抗冲切承载的最受欢迎的有效手段。

This paper introduces calculation of bolt connectin supported by eccentric sheal force on the basis of ultimate strength and compares ultimate strength method with elastic method.

介绍了按极限强度法计算承受偏心剪的普通螺栓连接计算方法 ,通过算例比较了按极限强度法和按目前工程设计中常的弹性法计算的差别。

Using the software of ANSYS, it was carried out nonlinear finite element analysis upon the basic behavior of high-strength concrete shear wall subjected to monodirectional lateral load.

摘要采ANSYS软件对高强混凝土剪在单向水平荷载作下的受过程进行了非线性有限元分析。

Reaserch of the state-of-the-art on dual system consider shear wall structure as a flexural type cantalever and consider frame structure as a shear type cantalever, ignoring the shear.

框架-混凝土剪体系,框架-支撑体系,框架-混凝土筒体等双重抗侧体系在工程中应非常广泛。

Short-limbed wall (SLW) is an intergradation of structure style between erose-section-column frame and conventional shear wall structure.

短墙是介于异形框架柱和一般墙之间一种建筑结构体系，这种结构形式能使建筑取得良好功能效果。

The I type shear blocks dowelled bidirectional hollow plates (I SBDBHPs) are the most widely used.

键式双向空心大板中Ⅰ型板（简称Ⅰ型空心大板），是该类空心大板中使最多一种板型。

Lastly, by using the FORTRAN language, the thesis compiles the program of the stiffness optimization process of short-leg shear wall-corewall structure.

最后运FORTRAN语言编制了短墙-核心筒结构墙刚度优化程序。

Disposing welding section steel cross bridging in the slab-column system is a good means to avoid disposing abaci and elevating shear resistance.

合理设置型钢架是避免设置柱帽和板托,同时有效提高板柱节点抗冲切承载最受欢迎有效手段。

This paper introduces calculation of bolt connectin supported by eccentric sheal force on the basis of ultimate strength and compares ultimate strength method with elastic method.

介绍了按极限强度法计算承受偏心螺栓连接计算方法 ,过算例比较了按极限强度法和按目前工程设计中常弹性法计算差别。

Using the software of ANSYS, it was carried out nonlinear finite element analysis upon the basic behavior of high-strength concrete shear wall subjected to monodirectional lateral load.

摘要采ANSYS软件对高强混凝土墙在单向水平荷载作下受过程进行了非线性有限元分析。

Reaserch of the state-of-the-art on dual system consider shear wall structure as a flexural type cantalever and consider frame structure as a shear type cantalever, ignoring the shear.

框架-混凝土墙体系,框架-支撑体系,框架-混凝土筒体等双重抗侧体系在工程中应非常广泛。