【正文】 ned from architectural and technical drawings, including foundation, wall, column, beam, board, stair, sample detailed map, and so on. Then with these structural elements to a building or construction of the structure of the system, including vertical and horizontal load and resistance system, then the generated by various load to the most concise way to transfer basis. The project uses concrete frame structure system, select only the main body in the middle of a pin frame calculation, considering the seismic fortification intensity is 7 degrees seismic calculation. Including the horizontal load and vertical load calculation and the internal force calculation and ponent design, the vertical load function adopts is the second moment distribution method, horizontal load function adopts the D value method, and earthquake action is used at the bottom shear method. Keywords: structural design。本工程采用混凝土框架結(jié)構(gòu)體系，僅選擇了主體中間一榀框架計(jì)算，考慮抗震設(shè)防 烈度 為 7 度進(jìn)行了抗震計(jì)算。結(jié)構(gòu)語(yǔ)言就是 指 結(jié)構(gòu)師從建筑及專業(yè)圖紙中所提煉簡(jiǎn)化出來的結(jié)構(gòu)元素 ， 包括基礎(chǔ) 、 墻 、 柱 、 梁 、 板 、 樓梯 、 大樣細(xì)部 圖 等等。 本科畢業(yè)設(shè)計(jì) DIP LO M A P RO JECT 設(shè)計(jì)題目： 安徽工業(yè)大學(xué)公寓樓 學(xué)位類別： 工 學(xué) 學(xué) 士 學(xué)科專業(yè)： 土 木 工 程 _ 合肥學(xué)院本科畢業(yè)設(shè)計(jì) 1 目錄 第一 章 .................................................................................................................................................. 1 第二章：建筑設(shè)計(jì)說明部分 ..................................................................................................................... 2 工程概況： ............................................................................................................................... 2 建筑物功能與特點(diǎn)： ................................................................................................................. 2 組成和面積分配 .............................................................................................................. 2 設(shè)計(jì)資料 ................................................................................................................................... 3 自然條件 ......................................................................................................................... 3 第三章：結(jié)構(gòu)計(jì)算書部分 ........................................................................................................................ 4 工程總體概述 ............................................................................................................................ 4 柱網(wǎng)布置 ......................................................................................................................... 4 框架結(jié)構(gòu)承重方案的選擇： ............................................................................................ 4 梁 、柱 截面 尺寸的初步確定 ............................................................................................ 5 板的設(shè)計(jì) ................................................................................................................................... 7 屋面及樓 面恒荷載計(jì)算 ................................................................................................... 7 屋面及樓面荷載計(jì)算 ........................................................................................................ 8 樓板內(nèi)力分析及配筋計(jì)算 ................................................................................................. 8 橫向框架在豎向荷載作用下的計(jì)算 ............................................................................................11 橫向框架簡(jiǎn)圖 .................................................................................................................11 恒荷載作用計(jì)算 ............................................................................................................ 13 活荷載作用計(jì)算 ............................................................................................................ 18 梁端剪力及柱端軸力計(jì)算 ............................................................................................... 21 重力荷載作用計(jì)算 各構(gòu)件 重力荷載計(jì)算 .................................................................... 29 橫向框架 在 水平 地震 作用下的內(nèi)力和側(cè)移計(jì)算 .......................................................................... 34 框架側(cè)移剛度的計(jì)算 ..................................................................................................... 34 橫向自震周期的計(jì)算 ...................................................................................................... 36 水平地震作用及樓層地震剪力的計(jì)算 ............................................................................ 37 多遇水平地震作用下的位移驗(yàn)算 ................................................................................... 38 水平地震作用下框架內(nèi)力計(jì)算 ........................................................................................ 39 框架 梁、柱 內(nèi)力組合 ............................................................................................................... 42 結(jié)構(gòu)選用的抗震等級(jí)及計(jì)算規(guī)定 ................................................................................... 42 框架梁 截面設(shè)計(jì) ...................................................................................................................... 43 梁正截面受彎承載力計(jì)算 ............................................................................................... 43 、 梁斜截面受剪承載力計(jì)算 .......................................................................................... 45 框架柱 截面設(shè)計(jì) ...................................................................................................................... 46 柱截面尺寸復(fù)核 ............................................................................................................ 46 柱 正截面承載力計(jì)算 ..................................................................................................... 46 柱斜截面受剪承載力計(jì)算 : ............................................................................................ 48 基礎(chǔ)設(shè)計(jì) ............................................................................................................................