【正文】 ***大學(xué)本科生畢業(yè)設(shè)計(jì) 第 I 頁***辦公樓建筑結(jié)構(gòu)設(shè)計(jì)摘要本設(shè)計(jì)為***辦公樓，該工程為鋼筋混凝土框架—剪力墻結(jié)構(gòu)，地下一層，地上十層，建筑面積為 11753 。設(shè)計(jì)由建筑設(shè)計(jì)和結(jié)構(gòu)設(shè)計(jì)兩部分組成。建筑設(shè)計(jì)是進(jìn)2m行結(jié)構(gòu)設(shè)計(jì)的基礎(chǔ)，主要進(jìn)行了建筑平面、立面和剖面的設(shè)計(jì)。在結(jié)構(gòu)設(shè)計(jì)中，以地上十層建筑為對(duì)象進(jìn)行抗震設(shè)計(jì)，遵循“小震不壞，中震可修，大震不倒 ”的設(shè)計(jì)準(zhǔn)則。在確定結(jié)構(gòu)布局之后，先進(jìn)行了重力荷載代表值的計(jì)算,接著利用經(jīng)驗(yàn)公式法求出自振周期，按底部剪力法計(jì)算水平地震荷載作用大小，進(jìn)而用 D 值法求出在水平荷載作用下的結(jié)構(gòu)內(nèi)力（彎矩、剪力、軸力） 。其次，取一榀框架，接著計(jì)算豎向荷載（恒載及活載）作用下的結(jié)構(gòu)內(nèi)力。在豎向荷載作用下的內(nèi)力采用了二次彎矩分配法進(jìn)行計(jì)算，并找出最不利的一組或幾組內(nèi)力組合，進(jìn)而選取其中最不利的結(jié)果計(jì)算梁、柱的配筋。最后進(jìn)行剪力墻部分計(jì)算,其計(jì)算方法與柱計(jì)算類似?？蚣?—剪力墻結(jié)構(gòu)體系綜合了剪力墻與框架結(jié)構(gòu)的優(yōu)點(diǎn)，使得這種結(jié)構(gòu)比框架結(jié)構(gòu)的剛度和承載能力都大大提高了，目前在我國已得到廣泛的應(yīng)用。關(guān)鍵詞: 辦公樓；框架 —剪力墻結(jié)構(gòu)；建筑結(jié)構(gòu)；抗震設(shè)計(jì)***大學(xué)本科生畢業(yè)設(shè)計(jì) 第 II 頁Architechture and Structure Design of Office Building for *** of **Abstract The building is designed to Kindu in *** City office building, the project for the reinforced concrete frame shear wall structure, a layer of the ground floor, 10floor building area of 11,753. Designed by the architectural and structural design posed of two parts. Architectural Design is the structural design of the foundation, mainly to the construction plane, elevation and profile design. In structural design, the 10story building to the ground as targets for seismic design, follow the small earthquake is not bad, Chunrepairable, the earthquake is not opposing the design guidelines. In determining the structure of the layout, the first conducted on behalf of the gravity of the load, then use the formula method, from experiencecycle, calculated according to shear at the bottom level of seismic load size, then use the value of D obtained in the level of load Under the structure of internal forces (moment, shear, axis of). Second, the framework for a Pin, and then calculated vertical load (dead load and live load) under the structure of internal forces. The vertical load in the second moment of the internal forces of using the distribution method, and identify the most disadvantaged group or several groups of a bination of internal forces, then select one of the most unfavourable results calculated beams, columns of reinforced. Finally, some shear walls, the calculation method and, in similar terms. Framework shear wall structural system integrated with the framework of a shear wall structure of the advantages of making such a structure than the frame stiffness and loadcarrying capacity is greatly increased, in China has been widely applied. Key words: building。 framework—shear wall structure；building structure。 seismic design ***大學(xué)本科生畢業(yè)設(shè)計(jì) 第 III 頁目 錄1 緒論 .......................................................................................................................................1 設(shè)計(jì)選題背景 ..................................................................................................................1 辦公樓的設(shè)計(jì)理念 ..........................................................................................................1 本方案設(shè)計(jì)思想 ..............................................................................................................22 建筑設(shè)計(jì) ..............................................................................................................................4 平面設(shè)計(jì) ..........................................................................................................................4 立面設(shè)計(jì) ..........................................................................................................................5 剖面設(shè)計(jì) ..........................................................................................................................5 建筑細(xì)部構(gòu)造 ..................................................................................................................63 結(jié)構(gòu)設(shè)計(jì) .............................................................................................................................8 結(jié)構(gòu)選型與平面布置 ......................................................................................................8 框架結(jié)構(gòu)和剪力墻結(jié)構(gòu)的布置................................................................................8 框架截面尺寸確定..................................................................................................10 剪力墻截面尺寸確定..............................................................................................11 板截面尺寸確定......................................................................................................11 重力荷載代表值確定 ....................................................................................................12 荷載計(jì)算..................................................................................................................12 各層重力荷載代表值計(jì)算......................................................................................19 水平地震作用下結(jié)構(gòu)內(nèi)力分析 ....................................................................................21 水平地震作用下結(jié)構(gòu)的剛度計(jì)算..........................................................................21 水平地震作用計(jì)算..................................................................................................26 框架— 剪力墻協(xié)同工作計(jì)算..................................................................................29 框架和剪力墻構(gòu)件各自剛度分配及內(nèi)力計(jì)算......................................................32 水平地震作用下框架剪力及彎矩計(jì)算..................................................................33 豎向荷載作用下結(jié)構(gòu)的內(nèi)力分析 ................................................................................39 荷載計(jì)算..................................................................................................................39 荷載作用下框架內(nèi)力計(jì)算......................................................................................44 框架內(nèi)力組合...........................................................................................................59 構(gòu)件截面設(shè)計(jì) ................................................................................................................70***大學(xué)本科生畢業(yè)設(shè)計(jì) 第 IV 頁 梁截面設(shè)計(jì).................................