五洲建材高层商务办公楼框架—剪力墙结构设计+CAD图纸

摘要随着社会的高速发展，土地资源的紧缺，高层建筑越来越受到开发商的青睐。故本次毕业设计，选取高层商务办公楼设计，结构形式采用框架—剪力墙结构。主要内容包括平建筑设计部分，与结构设计部分。其中建筑部分包括平面图的布置，施工图的绘制等内容。结构设计部分包括：结构构件尺寸的初选、刚度特征值的计算、SAP2000建模计算结构振型、利用振型分解法计算地震作用、地震作用下的弹性位移角的验算、地震作用、风荷载作用下利用D值法进行的框架部分内力计算、按等效抗弯刚度对剪力墙进行的内力分配、连梁内力的计算、竖向荷载下利用弯矩二次分配法进行的内力计算、考虑各种荷载作用下的内力组合、为实现“强剪弱弯”、“强柱弱梁”而进行的控制截面内力调整以及结构构件的配筋计算和基础设计。最后进行PKPM电算并进行误差分析。52586

毕业论文关键词：高层框架—剪力墙振型分解弯矩二次分配

Abstract

With the rapid development of society, the shortage of land resources, the high-rise building more and more get the favour of developers. So the graduation design, selection of high-rise office building design, structural form with frame - shear wall structure. Main content including the architectural design part, and the structural design part. Building part including the floor plan layout, construction drawing, etc. Structure design part includes: the size of the primary structures, calculation of stiffness characteristic value, SAP2000 modeling calculation of structure vibration mode, the modal decomposition method is used to calculate the elastic displacement under seismic action, seismic action calculating the Angle, wind load and seismic action use D value method to carry on the part of the framework of internal force calculation, according to the equivalent bending stiffness to the internal force distribution, coupling beam of shear wall under the vertical load calculation of internal force, using the bending moment secondary distribution method of internal force calculation, considering various loads of internal force combination, to achieve "strong shear weak bending", "strong column weak beam" shifted control section internal force and reinforcement calculation of structure components and foundation design. Finally PKPM computing and error analysis.

Keywords: high-rise frame - shear wall vibration mode decomposition bending moment secondary distribution

第一章框架—剪力墙结构设计要点及步骤 1

1.1 框架—剪力墙结构的特点 1

1.2 框架—剪力墙协同工作原理 8

1.3 框架—剪力墙结构的分析计算方法 9

1.4 荷载计算 10

1.4.1竖向荷载 10

1.4.2风荷载 11

1.4.3水平地震作用 14

1.5结构变形验算 17

1.5.1水平荷载作用下结构的位移验算 17

1.5.2结构变形验算 18

1.6 水平荷载作用下结构的内力分析 18

1.6.1 总剪力墙、总框架、总连梁的内力计算 19

1.6.2 各片墙、各榀框架、各根连梁的内力计算 22

1.6.3 竖向荷载作用下结构的内力分析 26

1.7 本设计的内容和设计方法五洲建材高层商务办公楼框架—剪力墙结构设计+CAD图纸:http://www.751com.cn/gongcheng/lunwen_56530.html