框架-剪力墙结构论文.doc

**大学毕业设计
.
- 2 -
1
. - -
of the building.
The virtual roof building set 120mm, floor panel is set to 100mm; frame beam are two options-section, respectively, as well as, sub-section of the beam selected; Columns are two options-section, respectively, column selection, and a selection of side legs; section thickness shear wall is set to 250mm. Port Authority building slab floors are all labeled using C30 concrete construction, columns and shear walls using the designated concrete C35. use. All members are reinforced using HRB400 grade rebar.
Nankai District, located 7 degree earthquake intensity area, seismic acceleration is , the design earthquake grouped into the second group.
Key words： high-rise building；frame-shearing force wall； stiffness； section design
目录
摘 要I
ABSTRACTII
目 录III
1 前言1
2 设计说明与方案2
建筑平面设计2
构造平面设计2
**大学毕业设计
- 2 -
. - -
. 可修编-
.
1

立面设计3
建筑构造设计3
3 构造设计根本资料5
4 构造选型与布置6
5构造根本构件截面尺寸估计7







——λ20
6横向水平地震作用计算21
重力荷载代表值统计21
各种构件的荷载标准值21

重力荷载代表值计算26


的水平地震影响系数31

7 水平荷载作用效应分析34

水平地震作用折算34
水平位移验算35
水平地震作用下的力计算36
总剪力墙和总框架力计算36
各层柱、各层剪力墙的力计算38
剪力墙力计算38
框架柱、梁的力计算40
8 竖向荷载作用下构造力计算51
框架力计算51
**大学毕业设计
- 2 -
. - -
. 可修编-
.
1
荷载统计51



力计算57