【正文】 overnment office building of Jiuyuanqu district of XXXXXX. The total building area is about 9,126square meters and the total building height is meters, and the difference between inside and outside ground levels is 750millimeter. the main structure of the building is a frameshear wall structure, and structure is reinforced concret structure and the fundation is raft fundation. The seismic fortification intensity design is 8 degrees, the shear wall is First class and for the class of frame structure is Second class. This design is posed of architecture design and structure design. Archetecture design includes plane,elevation and stairs design. The structure design includes structure scheme ,stiffness and strength of the structure. The stiffness calculation and internal force calculation under horizontal seismic action of structure ponents. Utilizing structure software PKPM to calculate a beam, and paring the main control section of the internal forces with the manual last I binate the puter caculation of one basis frame , shear wall and the fundation,and I also design the section of the structures. Keyword： Frameshear wall Internal force calculation internal force bination Section design XXXX 大學(xué)畢業(yè)設(shè)計說明書 III 目 錄 第一章 結(jié)構(gòu)選擇方案 ...................................................... 1 結(jié)構(gòu)選型 ............................................................ 1 框架結(jié)構(gòu)體系 ................................................... 1 剪力墻結(jié)構(gòu)體系 ................................................. 1 框架－剪力墻結(jié)構(gòu)體系 ........................................... 1 結(jié)構(gòu)布置 ............................................................ 2 結(jié)構(gòu)布置原則 ................................................... 2 后澆帶的施工 ................................................... 2 結(jié)構(gòu)平面形狀 ................................................... 2 結(jié)構(gòu)高寬比 ..................................................... 2 結(jié)構(gòu)體系的最大高度 ............................................. 2 剪力墻的布置 ........................................................ 3 剪力墻的間距 ................................................... 3 剪力墻的布置 ................................................... 3 抗震設(shè)計 ............................................................ 3 結(jié)構(gòu)柱網(wǎng) 布置 ........................................................ 4 第二章 結(jié)構(gòu)構(gòu)件截面尺寸確定 .............................................. 5 框架梁截面尺寸確定 .................................................. 5 框架梁的混凝土強(qiáng)度等級確定 ..................................... 5 框架梁截面尺寸選擇 ............................................. 5 框架柱截面尺寸確定 .................................................. 5 柱的混凝土強(qiáng)度等級確定 ......................................... 5 柱截面尺寸選擇 ................................................. 5 剪力墻截面尺寸確定 .................................................. 6 剪力墻混凝土強(qiáng)度等級確定 ....................................... 6 剪力墻的數(shù)量 ................................................... 6 剪力墻截面尺寸確定 ............................................. 7 填充墻截面尺寸選擇 .................................................. 7 板的截面尺寸確定 .................................................... 7 板混凝土強(qiáng)度等級 ............................................... 7 板的厚度確定 ................................................... 7 板的類型 ....................................................... 7 XXXX 大學(xué)畢業(yè)設(shè)計說明書 IV 第三章 荷載標(biāo)準(zhǔn)值計算 .................................................... 9 工程做法 ............................................................ 9 樓面做法： ..................................................... 9 衛(wèi)生間樓面做法： ............................................... 9 屋面做法（屋 05J909） ........................................ 9 外墻做法： ..................................................... 9 踢 腳 ......................................................... 10 內(nèi)墻做法 ...................................................... 10 地面做法（地 2A D140） ......................................... 10 地下室樓面做法： .............................................. 10 梁間荷載 ...............