【正文】 指導教師： 許 明 二零一三年六月1 / 57豐城市政府行政中心The Hall administrative center of Fengcheng City 總計 畢業(yè)設計 47 頁 表 格 11 個 插 圖 15 幅 摘 要 本設計主要進行了結構方案中橫向框架第⑤軸結構設計。在確定框架布局之后，先進行了荷載的計算,包括恒荷載、活荷載，再組合得到線荷載和集中荷載；風荷載，計算出它們對框架的水平作用；地震荷載，利用頂點位移法求出自震周期，按底部剪力法計算水平地震荷載作用下大小。然后進行內力組合（包括一般組合和考慮地震的組合） 。此外還進行了結構方案中的樓梯的設計。對樓板進行了配筋計算，本設計采用獨基礎。總之，適用、安全、經濟、使用方便是本設計的原則。 [關鍵詞]：框架結構 抗震設計 荷載計算 內力計算 計算配筋 I / 57 ABSTRACTThe design of the main structure of the program is horizontal framework ⑤axis seismic design. In determining the distribution framework, the first layer of representative value of the load, Then use vertex from the displacement method for earthquake cycle, and then at the bottom of shear horizontal seismic load calculation under size, then calculated the level of load under the Internal Forces (bending moment, shear and axial force). Then calculate vertical load (constant load and live load) under the Internal Forces. Identify the most disadvantaged group or an internal force several binations. Select the best safety results of the reinforcement and Mapping. In addition, the structure of the program indoor is designed. Completion of the platform boards, boards of the ladder, platform beam ponent and the reinforcement of internal forces calculation and construction mapping. On the floor reinforcement calculation, the use of pile foundation design, foundation and pile caps for the force and reinforcement calculation. The whole structure of the design process, in strict pliance with the relevant professional standard, reference to relevant information and the latest national standards and specifications, and design of the various ponents of a prehensive scientific considerations. In short, application, security, economic and userfriendly design is the principle. Design reasonable and workable structure of the program is the construction site of the important basis for the construction.[KEY WORDS]:Frame Structure。 Load Calculation。 Calculation reinforcement 目錄摘 要...........................................................IABSTRACT........................................................II概 述...........................................................1第一章 建筑設計部分.............................................2 平面設計 ...............................................................2 屋頂設計 ...............................................................2第二章 結構方案設計.............................................3 基本資料： ..............................................................3 結構選型 ................................................................3 結構平面布置 ...........................................................3第三章 板的計算.................................................5 設計資料 ................................................................5 設計荷載 ................................................................5 計算結果： ..............................................................5 跨中撓度驗算： ..........................................................6 裂縫寬度驗算 ............................................................7第四章 板式樓梯設計.............................................11 梯段板計算 .............................................................11 平臺板的計算 ...........................................................12 平梁的計算 .............................................................14第五章 第⑤榀框架設計...........................................16 計算單元的選取 ........................................................161 / 57 結構布置及梁,柱截面尺寸的初選 ........................................16 恒荷載及內力分析 ......................................................18 屋面恒荷載...........................................................18. 樓面恒荷載.........................................................19 構件自重............................................................19. 固端彎矩計算.......................................................21 恒荷載作用下內力分析.................................................21 活荷載及內力分析 .......................................................23 屋面活荷載...........................................................24 內力分析.............................................................24 風荷載及內力分析 .......................................................26 風荷載計算 ...........................................................26 各柱的 D 值及剪力分配系數 η 計算: .....................................27 各柱的反彎點位置、剪力、柱端彎矩計算.................................29 內力組合 ...............................................................31 框架梁內力組合.......................................................31：.....................................................32 截面設計 ....................