哈爾濱理工大學(xué)四層框架宿舍樓設(shè)計(jì)畢業(yè)論文

1、哈 爾 濱 理 工 大 學(xué)畢 業(yè) 設(shè) 計(jì)題 目： 目：院、 院、 系：姓 名：指導(dǎo)教師 指導(dǎo)教師：系 主 任：2015 年 6 月 21 日哈爾濱理工大學(xué)學(xué)士學(xué)位論文IIAbstractThe design is a 4-story dormitory building in Harbin, about 2700 squaremeters. Standard layer is about 3.6 meters tall, the bot

2、tom is about 3.9 metershigh. building height of 14.7 meters. The whole cast reinforced concretebuilding frame structure. Basis using an independent foundation.This design is the main structure of the programmer in the ho

3、rizontal frame4 shaft frame design, first of all, we need for the construction of self vibrationperiod and the is point displacement method, and then the bottom shear methodto compute the horizontal seismic force, and th

4、en calculated the horizontalseismic force under the bending moment, axial force, shear force. Internal forcecombination to find the most adverse combination of these loads, and get thesafety results and reinforcement. At