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1、 摘要摘 要该工程位于唐山地区，地震设防烈度为 8 度。本工程采用框架结构。该楼为五层，层高 3.6 米，总高 19.2 米，总建筑面积为 3528 平方米。总的设计思路：在建筑结构的两个主轴方向分别考虑水平地震作用，各方向的水平地震作用应全部由该方向抗侧力结构承担。采用框架结构计算的近似法求解内力，即：求竖向荷载作用下的内力按无侧移框架用弯距二次分配法，求水平地震作用下的内力按三角形分布用 D 值法。最后利用钢筋混凝土的相关原理进行构件配筋计算及校核。具体设计步骤分十步：第一步：荷载统计，包括各层恒载、活载，计算各楼层重力荷载代表值。第二步：刚度计算，包括各梁、柱的线刚度，柱的抗侧刚度 D，
2、按框架分析的 D 值法计算。第三步：框架自震周期的计算。第四步：验算侧移，包括顶部位移和层间位移。第五步：内力计算，用反弯点法求得各柱端弯矩、梁端弯矩和梁端剪力。第六步：竖向力作用下框架内力计算。采用弯矩二次分配法，对梁端弯矩调幅。 第七步：综合配筋计算。将水平地震力与竖向力作用下分别求出的内力进行不利组合，再根据得到的几组不利组合分别进行框架梁、柱的配筋计算，取其中的最大值来配筋。第八步：使用 CAD 软件绘制一榀框架配筋图、楼板配筋图以及梁柱截面配筋图。第九步：楼梯设计，根据建筑设计中确定的楼梯参数，对楼梯的梯段板、平台板和平台梁配筋进行计算，并绘制楼梯各处配筋图。第十步：基础设计，首先对
3、所给的工程地质条件进行地基处理，然后对基础进行布置和截面配筋计算。具体的设计内容和设计进程将在正文中作详细说明关键词 框架结构；结构分析；抗震 abstractAbstractIt locates the region of TangShan， the earthquake establishes to defend strong degree as 8 degree.The project adopts frame structure.There are three storys in the building.The height of the floor is3.6 m. The gen
4、eral height is 19.2m and the general area of the building is 3528 square meter.The general design thinking:The two directions of main shaft in building structure difference consideration horizontal seismic role，the horizontal seismic role of each direction should fight side force structure completel
5、y by this direction to understake.With the approximation of frame structural calculation beg to take affact untie force.Beg to erect under load role force press without side move rigid frame use curved distance twice distribution law，beg horizontal earthquake to take affact under force press triangl
6、e distribution use D value method.The related principle that uses reinforced concrete finally carries out component to match tendon calulation and school nucleus.The concrete design stage divides into ten steps:The first step :Load statistics，including each layer permanent year and work to carry，eac
7、h building layer gravity load representative of calculation worth.The second step:rigidity calculation include the line rigidity of each beam and colume，colume fight the D value law calculation that side rigidity D analyses according to frame.The third step:Frame from the calculation of the earthqua
8、ke period.The fourth step:the side of Checking computation is moved，includs top displacement between layer displacement.The fifth step:Force calcultion get each colume end with on the contrary curved a litter method to bend distance and beam end curved distance and beam end cut force.The sixth step:
9、Erect to the force calculation in force role sill frame.With curved rules，distribute law twice，and bend rules amplitude modulation for Abstractbeam end， the coefficient of amplitude modulation take 0.8.The seventh step:Synthesize to match tendon calculation.Face with horizontal seismic force with er
10、ect under force role difference beg make force carry out unfavorable combination，some groups of unfavorable combinations that basis gets again carries out frame beam respectively， column match tendon calculation， take the biggest value in which is last match tendon.The eighth step:Use CAD software t
11、o draw one pin frame match tendon picture and floor match tendon picture as well as beam colume section match tendon picture.The ninth step:Stairs design matches tendon according to the definite staris parameter in building design，for platform beam，platform board and the ladder section board of stai
12、rs to carry out calculation， and draw each place of stairs to match tendon pictureThe tenth step:Basic design frist carries out foundation handling for the project geological condition given，is then arranged for foundation with section match tendon calculation.specific design content and design course will make detailed explanation in text.Keywords frame structure;Structural analysis;anti-seismis design目录-1目 录第 1 章 绪论.1第二章.建筑设计部分.22.1 工程概况.2 2.2 建筑平面设计.2 2.2.1 使用部分的平面设计.2 2.2.2 交通联系部分的平面设计.2 2.3 建筑剖面设计.3 2.4 建筑立面设计.3第三章 结构设计部分.43.1 工程概况：.4 3.2 初选构件尺寸:.
