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。

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

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。

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。

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的Ⅰ型板（简称Ⅰ型空心大板），该类空心大板中使最多的一种板型。

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

短肢介于异形框架柱和一般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。

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。

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板（Ⅰ空心大板），是该类空心大板中使最多的一种板。

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。

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。

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。

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

短肢剪力是介于异框架柱和一般剪力之间的一种建筑体系，这种式能使建筑取得良好的功能效果。

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-核心筒剪力优化程序。

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。

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

键双向空心大板中的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。

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

短肢是介于异框架柱和一般之间的一种建筑结构体系，这种结构使建筑取得良好的功效果。

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。

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。

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

短肢墙是介于异形框架柱和一般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。

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的普连接计算方法 ,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软件对高强混凝土墙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。

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

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

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和一般力墙之间的一种筑体系，这种形式筑取得良好的功效果。

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和板托,同时有效提高板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。

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。

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。

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承受偏心剪力的普通螺栓连接计方法 ,通过较了按极限强度法和按目前工程设计中常的弹性法计的差别。

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。

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。

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能效果。

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。