钢框架-中心支撑结构的商业办公楼抗震设计+CAD图纸
结构设计可以分成三个阶段：87373
一 结构方案阶段：根据建筑物的重要性，地震烈度，场地类别，建筑物的层数，作用等来确定建筑的结构形式，本次的建筑采用钢框架-中心支撑的结构形式。
二 结构计算阶段：包括了荷载，内力和各构件的计算。在计算中，额外计算框架与支撑协同工作的情况。
三 施工图的设计阶段：根据结构计算的结果结合设计规范来确定结构构件的布置，连接和构建的构造措施。
毕业论文关键词：钢框架；中心支撑；抗震设计；内力计算
Abstract This graduation design is a layer of steel frame - 12 center support structure of commercial office buildings , mainly on the part of structural design。 The structural design of the structure including the foundation, wall, column, beam, plate, stairs, details for details and so on。 Then put these structures to form the structural system of buildings or structures, including vertical and horizontal load and resistance system。 Then a load of each case should be transferred to the base。 Due to this design for the frame supporting structure, the design of the support is particularly important。 Also the designs of the support beam, column are very important。
Structural design stages can be pided into three stages:
First，the stage of structural scheme : the importance of building construction, location of the seismic fortification intensity, engineering geology exploration report, the building site of the category and the height of the building and layer determine the building structural form。 The structure of concentrically braced steel is used in this project;
Second，the stage of structure calculation: including the load calculation, internal force calculation and component calculation;, An additional computing of framework and support collaborative work are used in this computing。
Third，the phase of working drawing design: according to the calculation results, component layout and component reinforcement were finally determined。 Also according to the requirement of the specifications, the structural component and structural measures were determined。
Keywords: Steel frame；Center support；Seismic design；internal force calculation
目录
第一章 建筑设计 --1
1。1 工程背景1
1。1。1设计资料---1
1。1。2 构件材料---1
1。2 工程特点1
1。3 建筑布置2
1。4楼盖结构-2
1。5基础类别-2
第二章 结构计算4
2。1 结构布置4
2。1。1 平面布置---4
2。1。2 竖向布置---4
2。2 结构内力计算--7
2。2。1 梁柱截面初步确定---7
2。2。2 计算简图及梁柱线刚度-8
2。2。3 荷载计算---9
2。3 框架及支撑结构内力计算---15
2。3。1 梁的线刚度计算--15
2。3。2 柱的线刚度计算--15
2。3。3 计算钢架的刚度特征值-19
2。4 横向水平地震作用下的结构位移和内力计算---20