【正文】 sign。除此之外，還進行了樓梯設(shè)計（梯段板設(shè)計、平臺板設(shè)計及平臺梁設(shè)計）、雨篷的設(shè)計與計算等。 154 167。 150 167。 149 167。 147 167。 140 167。 138167。 130 167。 128VI第9章板配筋計算 斜截面配筋計算 105 167。 86 167。 86 167。 55167。 49 167。 45167。 42 167。167。 錯誤！未定義書簽。 21 167。 16 167。167。 梁，柱，墻，門窗重力荷載的計算 屋面及樓面恒荷載計算 錯誤！未定義書簽。 關(guān)鍵詞： 框架結(jié)構(gòu)，抗震設(shè)計，荷載計算，內(nèi)力計算，計算配筋I(lǐng)Luoyang City West office buildingABSTRACTThis works for the city of Luoyang West office building, a framework structure for a sixstorey main, in the region earthquake intensity of 8 degrees near Lan site classification as Class II to the southwest direction, the basic Pressure KN / M, basic snow pressure “practical, security, economic, aesthetic,” the design the architectural design, design seriously consider the influence of the various to the structural and architectural detail and the overall design of the main structure of the program horizontal framework 12axis seismic 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 the most disadvantaged group or an internal force several the best safety results of the reinforcement and addition, the structure of the program indoor staircase of the platform boards, boards of the ladder, platform beam ponent and the reinforcement of internal forces calculation and construction the floor reinforcement calculation, the use of pile foundation design, foundation and pile caps for the force and reinforcement 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 short, application, security, economic and userfriendly design is the reasonable and workable structure of the program is the construction site of the important basis for the WORDS:FrameStructure,SeismicDesign，Load Calculation，Internal force calculation，Calculation reinforcementIII符 號Ec －混凝土彈性模量；C20－表示立方體強度標準值為20N/mm2的混凝土強度等級； N－軸向力設(shè)計值； M－彎矩設(shè)計值； V－剪力設(shè)計值； A－構(gòu)件截面面積； I－截面慣性矩；Gk－永久荷載標準值； QK－可變荷載標準值；gG－永久荷載分項系數(shù)；gQ－可變荷載分項系數(shù)；Fek－結(jié)構(gòu)總水平地震作用標準值；GE、Geq－地震時結(jié)構(gòu)的重力荷載代表值、表值；T－結(jié)構(gòu)自振周期；gRE－承載力抗震調(diào)整系數(shù)；l－構(gòu)件長細比；fak－地基承載力特征值； H0－基礎(chǔ)高度；d－基礎(chǔ)埋置深度，樁身直徑；g－土的重力密度；wk－風荷載標準值；DFn－結(jié)構(gòu)頂部附加水平地震作用標準值；Du－樓層層間位移；e－偏心距；Asv－箍筋面積； B－結(jié)構(gòu)迎風面寬度；h0－截面有效高度；IV等效總重力荷載代AS－受拉區(qū)、受壓區(qū)縱筋面積。是找出最不利的一組或幾組內(nèi)力組合。主導(dǎo)風向為西南， KN/M。本設(shè)計主要進行了結(jié)構(gòu)方案中橫向框架第12軸抗震設(shè)計。整個結(jié)構(gòu)在設(shè)計過程中，嚴格遵循相關(guān)的專業(yè)規(guī)范的要求，參考相關(guān)資料和有關(guān)最新的國家標準規(guī)范，對設(shè)計的各個環(huán)節(jié)進行綜合全面的科學性考慮。第1章 工程概況 167。 6 167。 9 167。 167。 35 167。 64167。 130167。 138167。 141 167。 144 167。 147 167。167。 152 167。 155 167。 157 第12章 結(jié)論 具體來說，主要包括總平面設(shè)計、建筑平面設(shè)計（功能布局及布置思路、房間的布置、衛(wèi)生間的設(shè)計、樓梯布置、柱網(wǎng)布置等）、立面設(shè)計、剖面設(shè)計（層數(shù)層高確定及樓梯設(shè)計）、建筑材料設(shè)計（屋面做法、樓面做法）、防火設(shè)計，并對主要設(shè)計規(guī)范、尺寸單位、荷載及鋼筋混凝土作了附加說明。then a typical transverse frame is taken to be the extract of putation sketch, the external loads such as the dead load, living load on the roof(floor)and the wind load are calculated。建筑設(shè)計部分，首先根據(jù)建筑的使用功能確定建筑的初步布局，包括建筑體形及室內(nèi)空間布置等，然后結(jié)合使用的材料、做法進一步確定具體尺寸和平、立面風格等。then the dimension, plane style and elevation style are chosen considering the engineering materials and constructional it more specific,it includes the total plane design, architectural graphic design(the function layout and layout thinking, the room arrangement and the design of toilet, stair layout, column, etc), the facade design layout, section design(the number and the height of layers identity and stair design), building materials