【正文】 由于風荷載遠小于水平地震作用,故不必驗算風荷載作用下框架的彈性水平滿足要求。圖中各荷載值計算如下 P 5AB = P 5CD == KN/m P 5BC ==(+)= P 5B = P 5C = [+++ ]= KN P AB =P CD == KN/m 走廊:P BC ==(+)= P B = P C = 〔+〕+〔+〕= 風壓標準值計算公式為: ω=β z mm 在計算內(nèi)力時, 倍。mm ~五層框架柱線剛度: ic=EcI。 注:圖中數(shù)字為各桿件的線剛度, N*mm 框架剛度計算: : i b =2EcI。各梁柱構(gòu)件的線剛度經(jīng)計算 后列于圖 2 中,其中在求梁截面慣性矩時考慮到現(xiàn)澆樓板的作用,取 I=2I 0(I 0 為不考慮樓板翼緣作用的梁截面慣性矩)。活荷載:,走廊樓面活荷 ,。(6)基本雪壓:S 0 =。外墻采用貼面磚,1:3 水泥砂漿底厚20mm。Multistorey librarybuilding。關(guān)鍵詞：鋼筋混凝土框架結(jié)構(gòu)；圖書館建筑；建筑設計；結(jié)構(gòu)設計1AbstractBuilding Name： Bo Wen LibraryLocation：Economic and Technological Development Zone of QingdaoStruture System： Number of Stories： 4 storiesTotal floor area：The building name of the design is Bo Wen is not only a reading place but a platform for a landmark of the city, The proposed building should be considered to be in accordance with the style of surrounding architecture, and also highlight its own present project is a 4storey library with the floor height and the total height fourlayer building is adopted the castinplace reinforced concrete frame structure, and the seismic fortification intensity is 7 with the antiseismic level entire graduation project divides into two parts, that is, the architectural design part and the structural design the architectural design part, the general layout is first determined according to the building function, including conformation and indoor spatial setting。在明確計算簡圖的前提下，進一步確定框架承受的荷載，包括恒載、屋（樓）面活載和風荷載，在此基礎上進行框架內(nèi)力計算（采用D值法計算風荷載作用下的內(nèi)力，采用彎矩二次分配法計算豎向荷載作用下的內(nèi)力）、內(nèi)力組合、梁、柱和基礎等構(gòu)件的配筋計算以及風荷載作用下的側(cè)移驗算。，共4層，采用現(xiàn)澆鋼筋混凝土框架結(jié)構(gòu)，抗震等級為三級，抗震設防烈度為7度，整個設計包括建筑設計和結(jié)構(gòu)設計兩部分。Architectural design。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 design(roofing approach, the floor practice)and fire prevention addition, instructions for the main design norms and dimensions, load and reinforced concrete is the structural design part, the array of structure is first determined according to architectural design, process demand, material supply and geological conditions。除此之外，還進行了樓梯設計（梯段板設計、平臺板設計及平臺梁設計）、雨篷的設計與計算等。建筑設計部分，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。 156 167。 155 167。 154 167。 152 167。 150 167。 149 167。 錯誤！未定義書簽。 147VII167。 147 167。 146第11章 基礎配筋計算 143 167。 142 167。 140 167。 139 167。 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。 86 167。 74 167。167。 55 第7章 框架結(jié)構(gòu)的內(nèi)力組合 55 167。 55167。 49 167。 45167。 42 167。 42 167。 42167。 錯誤！未定義書簽。167。 錯誤！未定義書簽。 23 167。 23 167。 21 167。 19 167。 16 167。167。 ,2 梁柱的線平均剛度比 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。167。 錯誤！未定義書簽。 錯誤！未定義書簽。關(guān)鍵詞： 框架結(jié)構(gòu)，抗震設計，荷載計算，內(nèi)力計算，計算配筋ILuoyang 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 calculatio