【正文】 ingJiang JiangSu. The strucaural system is frame for the kinds of functionsofuse. This structure pleted basing on the existing building drawing and the report of geological examination, bined with the university learning and practice, strictly abide by the code of strucaural design and through artificially calculation and tool softwares like PKPM and AutoCAD. The design rounds the kinds of the structural members, including foundation, columns, beans, slabs and stairs, etc. With the load of frame by hand counting ,the softwares can get the datas of cycle, vibration mode, earthquake force, the structural displacement of the analysing these datas and amending the strucaural system to plete the structure. Then the data from hand counting and the one from software like PKPM can be pared, and learned about the differences between the two methods. [Keywords] Graduation design Civil engineering Frame structure 3 目錄 前言 ...................................................................................................................... 錯誤 !未定義書簽。 設(shè)計依據(jù) （ 1） 經(jīng)批準(zhǔn)的建筑方案。 （ 2) 樓、屋面 恒 荷載 的確定 ： 樓面恒荷載： 9 100 厚 C25 混凝土結(jié)構(gòu)層： 25kN/m3=。 內(nèi) 墻面 5 厚水泥石灰砂漿粉面： 17kN/m3()= kN/m。 40 厚 C20 細(xì)石混凝土： 25kN/m3=。 框架平面布置圖見圖 。 （ 2） 擬建場地地震抗震設(shè)防烈度為 6 度，設(shè)計地震基本加速度值為 ，設(shè)計分組第一組，場地特征周期為 。 1 工程概況 ...................................................................................................................................... 5 建筑概況 ............................................................................................................................... 5 工程地質(zhì)概況 ....................................................................................................................... 6 場地穩(wěn)定性 ................................................................................................................. 6 場地及地基的抗震性 ................................................................................................... 6 抗震與抗風(fēng)設(shè)計 .................................................................................................................... 6 設(shè)計依據(jù) ............................................................................................................................... 6 本章小結(jié) ............................................................................................................................... 6 2 結(jié)構(gòu)建模 ...................................................................................................................................... 7 概述 ..........................