【正文】 作用下側(cè)移較大，從受力合理和控制造價(jià)的角度，現(xiàn)澆鋼筋混凝土框架結(jié)構(gòu)一般不超過 60m，地震區(qū)現(xiàn)澆鋼筋混凝土框架，當(dāng)設(shè)防烈度為 7 度、8 度、9 度時(shí)高度一般不超過 55m、45m 和25m?？蚣芙Y(jié)構(gòu)具有建筑平面布置靈活、能獲得較大的空間、建筑立面容易處理、結(jié)構(gòu)自重較輕、抗震性能好、計(jì)算理論較成熟等優(yōu)點(diǎn)，可以適應(yīng)不同的房屋造型要求。其特點(diǎn)是承重系統(tǒng)與非承重系統(tǒng)有明確的分工，支承建筑空間的骨架與梁，柱是承重系統(tǒng)，而分割室內(nèi)外空間的圍護(hù)結(jié)構(gòu)和輕質(zhì)隔墻是不承重的，這種結(jié)構(gòu)形式強(qiáng)度高，整體性好，剛度大，抗震性好，開窗自由。建筑設(shè)計(jì)應(yīng)考慮建筑與結(jié)構(gòu)等相關(guān)的技術(shù)的綜合協(xié)調(diào)，以及如何以更少的材料、勞動(dòng)力、投資和時(shí)間來實(shí)現(xiàn)各種要求，使建筑物做到適用、經(jīng)濟(jì)、堅(jiān)固、美觀。由于自己水平有限，難免有不妥和疏忽之處，敬請(qǐng)各位老師批評(píng)指正。以上所有這些從不同方面達(dá)到了畢業(yè)設(shè)計(jì)的目的與要求。鞏固了專業(yè)知識(shí)、提高了綜合分析、解決問題的能力。在結(jié)構(gòu)設(shè)計(jì)后期，主要進(jìn)行設(shè)計(jì)手稿的電腦輸入和 PKPM 計(jì)算出圖，并得到老師的審批和指正，使我圓滿的完成了任務(wù)，在此表示衷心的感謝。在網(wǎng)上搜集了不少資料，并做了筆記。本組畢業(yè)設(shè)計(jì)題目為《河北省糧食局行政辦公樓》。關(guān)鍵詞： 結(jié)構(gòu)設(shè)計(jì) 荷載計(jì)算畢 業(yè) 設(shè) 計(jì) 外 文 摘 要ABSTRACTThe design content for Hebei bureau administrative office building structure design .This is a sixstoried construction and the story height of the basement is ，and the story height of the storey story is entire castinplace reinforced concrete framework structure, the category of foundation site soil is grade two, and the antiquake architectural structure design is according to seven degrees fortification .“Architectural design”, we mainly aim at the design of initial period several building plan to carry on the parison from each aspect to them, and finally choose a plan, and decide its specific building construction, the procedure and the material.Structural design maintains close ties with the architectural design, which is based on current relevant codes. It includes the structure style, the preliminary estimation for the structural members, confirmation of the sketch and unit for calculation, sideway control, load calculation, ponent design, slabstairs design, floor overlay design and foundation design. This project adopts castinplace reinforced concrete structure (transverse bearing), which has chosen a representative frame to calculate. Vertical load function adopts moment distribution method, level load function adopts D value method, and seismic load function adopts equivalent base shear method. During the design process earthquakeresistant design.Keywords: Structural design Load calculation目 錄前 言 .............................................................................................................................11. 建筑設(shè)計(jì)說明 ......................................................................................................2. 平面設(shè)計(jì) ............................................................................................................................2. 剖面設(shè)計(jì) ............................................................................................................................3. 立面設(shè)計(jì) ............................................................................................................................4. 樓板層和地面 ....................................................................................................................4. 基礎(chǔ)和地基 ........................................................................................................................6. 交通聯(lián)系部分的設(shè)計(jì) ........................................................................................................6. 其它設(shè)計(jì) ............................................................................................................................82. 結(jié)構(gòu)設(shè)計(jì)資料 ......................................................................................................9. 工程概況. ...........................................................................................................................9. 設(shè)計(jì)原始資料 ....................................................................................................................9. 材料選用 ............................................................................................................................9. 結(jié)構(gòu)選型、平面布置、構(gòu)件截面初估 ..........................................................................103. 結(jié)構(gòu)布置及計(jì)算簡(jiǎn)圖 ........................................................................................12. 確定計(jì)算簡(jiǎn)圖 ..................................................................................................................12. 統(tǒng)計(jì)荷載 ..........................................................................................................................134. 框架側(cè)移剛度計(jì)算 ............................................................................................25. 橫向框架 D 值計(jì)算 ..........................................................................................................255. 橫向水平荷載作用 ............................................................................................26. 橫向水平地震作用下框架結(jié)構(gòu)的內(nèi)力和側(cè)移計(jì)算 ......................................................26. 橫向風(fēng)荷載作用下框架結(jié)構(gòu)內(nèi)力和側(cè)移計(jì)算 ..............................................................336. 豎向荷載作用下框架內(nèi)力計(jì)算 ........................................................................37. 橫向框架內(nèi)力計(jì)算 ..........................................................................................................377. 橫向框架內(nèi)力組合 ............................................................................................51. 結(jié)構(gòu)抗震等級(jí) ..................................................................................................................518. 框架梁截面設(shè)計(jì) ................................................................................................77. 框架粱設(shè)計(jì) ......................................................................................................................779. 柱截面的設(shè)計(jì) ....................................................................................................89. 柱正截面受彎承載力計(jì)算 ..............................................................................................89. 柱斜截面受剪承載力計(jì)算 ..............................................................................................9210. 板的配筋 ............................................................................................................94. 選取有代表意義的三塊連續(xù)板，運(yùn)用彈性理論進(jìn)行計(jì)算。對(duì)于豎向荷載作用采用分層力矩分配法，