【正文】 架要“強(qiáng)剪弱彎，強(qiáng)柱弱梁，強(qiáng)節(jié)點(diǎn)弱構(gòu)件強(qiáng)錨固的設(shè)計(jì)原則，且滿足構(gòu)造要求。 關(guān)鍵詞 ： 框架，結(jié)構(gòu)設(shè)計(jì)，抗震烈 哈爾濱工業(yè)大學(xué) 自學(xué)考試 本科畢業(yè)設(shè)計(jì)（論文 ) Abstract The purpose of the design is to do structural design in the longitudinal frames of axis When the directions of the frames is determined, firstly the weight of each floor is calculated . Then the vibrate cycle is calculated by utilizing the peakdisplacement method, then making the amount of the horizontal seismic force can be got by way of the bottomshear force method. The seismic force can be assigned according to the shearing stiffness of the frames of the different axis. Then the internal force (bending moment, shearing force and axial force ) in the structure under the horizontal loads can be easily calculated. construction calculation consider of the action e from four loads, they are horizontal earthquake load, design value of gravity load and representative value of gravity load, and the other is wind load. Being underway the design of crosssection antiseismic, we look the column as stubbornly pressed member to pute. In the intrest of the assurance of the framework ability continue, we adhere to the design principle is “stranger column and weaker beam, stranger shear force and weaker bending, stranger joint stronger anchorage”. And the crosssection must to meet the demand of construction. The design of the stairs is also be approached by calculating the internal force and reinforcing such ponents as landing slab, step board and landing girder whose shop drawings are pleted in the end. Key words: Framework， Structural Design， Seismic Intensity 哈爾濱工業(yè)大學(xué) 自學(xué)考試 本科畢業(yè)設(shè)計(jì)（論文 ) 目 錄 摘 要 .......................................................................................................................................... I Abstract ...........................................................................................................................................II 目 錄 ........................................................................................................................................... III 1 工程概況 ................................................................................................................................... 1 工程背景 ........................................................................................................................... 1 設(shè)計(jì)資料 ................................................................................................................ 1 材料 ....................................................................................................................... 1 工程特點(diǎn) ........................................................................................................................... 2 本章小結(jié) .......................................................................................................................... 2 2 結(jié)構(gòu)設(shè)計(jì) ................................................................................................................................... 2 工程特點(diǎn) ........................................................................................................................... 2 設(shè)計(jì)資料 .......................................................................................................................... 2 梁柱截面、梁跨度及柱高度的確定 .............................................................................. 3 2. 4 荷載計(jì)算 ......................................................................................................................... 5 2. 5 水平地震作用下框架的側(cè)向位移驗(yàn)算 ......................................................................... 7 2. 6 荷載計(jì)算 ........................................................................................................................ 14 （ a）恒載示意 ............................................................................................................ 16 3 一層板計(jì)算 ............................................................................................................................. 16 房間編號(hào) 13 ................................................................................................................ 17 基本資料 ............................................................................................................. 17 計(jì)算結(jié)果： ......................................................................................................... 17 跨中撓度驗(yàn)算 ： ................................................................................................. 17 裂縫寬度驗(yàn)算： ................................................................................................. 18 4 頂層 板計(jì)算書(shū) ......................................................................................................................... 20 房間編號(hào) ........................................................................................................................ 20 基本資料： .......................................................................................................... 20 計(jì)算結(jié)果： ......................................................................................................... 21 跨中撓度驗(yàn) 算： ............................................................................................... 21 裂縫寬度驗(yàn)算： ................................................................................................. 22 5 樓梯鋼筋計(jì)算書(shū) ..................................................................................................................... 24 荷載和受力計(jì)算 ............................................................................................................. 25 配筋面積計(jì) 算 : .................................................................................................... 27