【正文】 結(jié)構(gòu)與砌體結(jié)構(gòu)設(shè)計》表 131 采用，計算結(jié)果見下表。 重力荷載代表值 可分層計算，集中到各層樓面標高處，上下層各取一半。 脈動風(fēng)荷載的相關(guān)系數(shù)可按下列規(guī)定取值： 1) 豎直方向相關(guān)系數(shù)： H eHY Hz 60601060/ ??? ?? () H——結(jié)構(gòu)總高度。 將風(fēng)荷載換算成作用于框架每層節(jié)點上的集中荷載，表中 z 為 框架節(jié)點至室外地面的高度 ， A 為一榀框架各層節(jié)點的受風(fēng)面積。 表 各樓層梁柱線剛度計算結(jié)果 層數(shù) 種類 尺寸（ mm） 線剛度 （ 103ECm3） 8~10 邊跨梁 300600 中跨梁 300400 柱 450550 3~7 邊跨梁 300600 中跨梁 300400 柱 500600 1~2 KH5 梁 300600 DB5 梁 300600 HG5 梁 300400 柱 H 650700 柱 B/A 10001000 6 圖 32 結(jié)構(gòu)計算簡圖 . 荷載計算 . 材料選用 (1) 外墻采用涂料外墻面，內(nèi)墻采用保溫砂漿墻面，墻體采用蒸壓粉煤灰加氣混凝土 砌塊，樓面采用大理石樓面，屋面采用合成高分子卷材和涂膜防水屋面； (2) 混泥土： 梁板柱均采用 C35； (3) 鋼筋：梁、柱縱筋采用 HRB400 級鋼筋，板縱筋采用 HRB335 級鋼筋，箍筋采用 HPB300 級鋼筋。 混凝土等級為 C35，采用方柱，則截面估算： (1) 假定 8 層單位面積的豎向荷載為 13kN/m2，則 8 層柱的軸力設(shè)計值約為： Nc=（ +） 123=1828kN 軸壓比 ： μc=Nc/fcbchc= 剪跨比： Hc/hc=≥ 4，滿足要求。 KH5 和 GD5 主梁：跨度 ml ? ， mmllh 900~4508/~16/ ?? ，取 mmh 600? ，2 mmb 300? 。由于框架結(jié)構(gòu)具有建筑平面布置靈活、造型活潑等優(yōu)點，可以形成較大的使用空間滿足下部宴會大廳和公共用地的需求，且框架結(jié)構(gòu)屬于柔性結(jié)構(gòu)，自振周期長，地震反應(yīng)小經(jīng)過合理的結(jié)構(gòu)設(shè)計，可以具有較好的延性性能。 . 建筑選型 本次設(shè)計為高層建筑設(shè)計，根據(jù) JGJ320xx 《高層建筑混凝土結(jié)構(gòu)技術(shù)規(guī)程》和 GB 5001120xx 《建筑抗震設(shè)計規(guī)范》要求高層建筑不應(yīng)采用嚴重不規(guī)則的結(jié)構(gòu)體系， 不宜有較大的外挑和內(nèi)收。ade, with full consideration offire zoning and safe evacuation. The design of reinforced concrete structure includes horizontal load calculation, the check of lateral displacement and the calculation of internal forceunder the influence of horizontal load, vertical load calculation,the calculation of internal force under the influence of vertical load, the bination of internal forces and section design with consideration of required ductility. The method of Dvalue is adopted to calculate the internal force under the influence of horizontal load, and the method of two bending momentdistribution bined with the multilayer method to calculate that under the influence of vertical load. All the calculations of the base are done in accordance with the requirements and the references provided by our tutor. For the structure puterizing, reinforced concrete frame structures are adopted, abiding by the parameter settings, criteria, and design steps. Key words: Architectural design； Structural Design； Frame Structure； Rise hotel 5 第一章 某高層賓館設(shè)計說明 ................................................................................... 1 ....................................................................................................... 1 ........................................................................................... 1 ........................................................................................... 1 ................................................................................... 1 ............................................................... 1 ........................................................................................... 2 ....................................................................................................... 2 ....................................................................................................... 2 ....................................................................................................... 2 ....................................................................................................... 2 第二章 結(jié)構(gòu)選型 ....................................................................................................... 1 ............................................................................... 1 ................................................................................... 1 ....................................................................................... 1 ....................................................................... 1 ....................................................................................... 1 ............................................................................... 1 ............................................................................... 2 ................................................................................................... 3 ........................................................................... 3 第三章 框架設(shè)計計算 ............................................................................................... 5 ............................................................................................... 5 ................................................................................... 5 ............................................................................... 5 . 荷載計算 .................................................................................................. 6 ........................................................................................... 6 ....................................................................................... 6 ..................................................................................... 19 ..................................................................................... 23 ............................................................. 28 D 值的計算 ................................................................................ 30 ............................................................. 32 效應(yīng)及結(jié)構(gòu)穩(wěn)定驗算 ..................................................... 32 ..................................................................... 34 ............................................................................................. 37 ............................................................................. 37 ............................................................................. 46 ............................................................................. 54 ......................