游泳中心抗震设防专项审查报告

超限高层建筑工程抗震设防专项审查申报表基本情况抗震设防标准抗震设防烈度 8度抗震设防类别 乙类设计地震动参数建筑抗震设计规范，50年超越概率63％，用于赛时下部砼结构、看台钢结构设计场地地震安全性评价应用报告，100年超越概率63％，用于赛后下部砼结构、上部钢结构、跳台结构设计；100年超越概率3％，用于上部钢结构复核。勘察报告基本数据场地类别 III类 设计地震分组 1组平均剪切波速 201m/s覆盖层厚度 约50m液化类别 8度地震作用下，地基土无液化可能±0.00黄海标高 45.90m地下室基坑埋深 约12m桩基持力层名称埋深 ⑥层卵石，埋深约28m，平均有效桩长18m基础设计概况4.1基础类型：ф400钻孔压灌桩，平均有效桩长18m桩型单桩竖向承载力力设计值（KN）单桩抗拔承载力力设计值（KN）试桩极限承载力（KN）主筋数量（根数）承压桩一12002002481（抗压压）6ф161641承压桩二12003502481（抗压压）6ф20517承压抗拔桩12006001430（抗拔拔）12ф2022084.2桩基设计：a.赛后不计地下水浮力＋泳池满水＋静荷载×1.35＋活载×1.4——确定承压桩b.赛时 满计地下水浮力＋静荷载×0.9（泳池无水）——确定抗拔桩c.赛后 满计地下水浮力＋静荷载×0.9（泳池无水）——复核抗拔桩d.赛后不计地下水浮力＋重力荷载×1.25＋泳池满水＋地震作用×1.3或风荷载×1.4——复核承压桩（单桩竖向承载力设计值×1.2） 4.3基础沉降和差异沉降 4.3.1基础最大沉降计算方法分层总和法手算算JCCADGB500077-20002JGJ94-994Mindin实体深基法最大沉降（mmm）29.0123.0133.3026.344.3.2最大差异沉降 最大差异沉降大部分发生在筒体、泳池连接区，其斜率＜0.001 采取措施：设置局部沉降后浇带配置整体变形协调附加钢筋 4.4承台底板设计 4.4.1设计工况及方法 最不利设计工况： 满计地下水浮力—底板静荷载×0.9＋上部墙柱传来（静荷载×1.35＋活荷载×1.4）桩反力（桩反力中扣除水浮力影响，若桩反力为拉力，则不计） 设计方法：带柱帽倒无梁楼盖经验系数修正法带柱帽倒无梁楼盖厚板有限元分析（SAFE）文克尔模型（模拟桩）变厚度厚板有限元分析（SAFE）按桩最大反力设计单独承台4.4.2控制标准4.4.2.1按4.4.1四种设计方法全控，取最不力内力组合设计截面、配筋4.4.2.2底板底面配筋 控制正常工作状态下裂缝宽度≤0.2mm4.4.3承台、底板截面、配筋主要结果承台厚度1600mm 底板厚度500mm底板板面ф18-150（通长）板底ф18-150（通长）、承台边附加ф20-150承台底面ф25-150～ф28-75 混凝土强度等级 C35建筑结构布置和选型外部钢结构 单层 ±0.00以上高度（上弦钢管中心）30.587m新型多面体空间延性钢框架结构内部砼结构 4层 ±0.00以上高度22.825m现浇钢筋混凝土多筒体－框架结构；整体地下室2层 ±0.00以下深度（底板底面）11.8m设沉降、收缩后浇带贯通落地的现浇钢筋混凝土结构结构高宽比 外包钢结构 30.587/176.538＝0.173 内部砼结构 22.825/24＝0.951防震缝： ±0.00以上内部混凝土结构设防震缝切割成4部分子结构（其间部分二层弱连廊，采用橡胶垫滑动铰支承，支座宽度满足罕遇地震下位移要求，侧向加防止滑落措施）±0.00以下比赛池、跳水池、热身池池壁与内部混凝土主体结构间设防震缝兼伸缩缝断开，减小振动噪音对比赛影响质量分布： 休闲娱乐中心、比赛大厅比赛池、跳水池空旷质量中心与平面形心偏心存在，偏向比赛区、热身区方向约5％建筑平面和竖向规则性： 内部混凝土各子结构：平面、竖向基本规则均匀。但存在少量局部转换，看台斜板错楼面连接，冰球场后张有粘结预应力大梁引起质量刚度变化等不利因素 外包钢结构：基本规则均匀。新型结构待验证；因建筑设备功能要求，支承于＋1.009m、＋6.35m钢筋混凝土梁，预埋件焊接连接承受剪力、拉力、弯矩，灌浆承压 外包ETFE气枕结构：自身无质量，新型充气结构，可能存在积水加荷危险 楼屋盖整体性：内部混凝土结构楼盖板厚180～200mm，上部钢结构屋盖厚7.211m、墙体厚3.472m（5.876m）抗震等级： 混凝土结构:框架 一级 剪力墙、筒体 一级 支承钢结构框架 特一级 钢结构： 采用不超过12层钢框架结构抗震措施结构计算分析及主要结果6.1荷载作用分析、取值及组合6.1.1重力荷载分析及取值混凝土结构：详结构施工图设计总说明钢结构：墙、屋面重力荷载分析及取值ETFE充气枕及连接支承构件0.25kN/m2，设备、管道0.25kN/m2，共0.5kN/m2。在墙、屋面内外表面均输入0.25kN/m2（考虑到可能的声学材料，附加0.15kN/m2），实际墙、屋面内外表面均为0.4kN/m2。马道、风管荷载马道梁上加分布线荷载2.5kN/m。两边虚线框区域每个节点加1kN荷载，吊风管。部分马道梁端节点加5kN荷载作为音箱、维修荷载。马道马道马道马道马道马道马道马道球节点荷载：每个节点加球自重0.6kN。两个显示屏荷载：悬挂点集中荷载5kN/个，详荷载图排烟风机荷载：下列区域内的点每点加2kN，详荷载图x=-1.2，y=29.57至 x=9.61,y=23.44x=18.03,y=20.43至 x=30.65,y=31.25x=13.222,y=--71.339至 x=244.04,,y=-777.522x=32.455,y=--80.552 至 x=455.07,,y=-669.711屋面玻璃窗荷载载：玻璃窗窗周边梁加加2.266kN/mm荷载，详详荷载图考虑可能的悬挂挂广告等，下下弦每节点点加2kNN荷载。屋面活载：0..3kNN/m2<雪荷载载，活载与与雪载不同同时组合，故故合并计入入雪荷载。6.1.2雪荷荷载（活荷荷载）分析析与取值基本雪压s0=0.555kN/mm2，（规范100年重现期0.455kN//m2，参照维维护结构风风洞试验报报告取值，提提高安全度度）1雪1（均布）、活11积雪分布布系数μr1..00.55kN/m20.55kN/m22雪2（北风）、活22积雪分布布系数μr0..75、1.2550.4125kN/m20.6875kN/m0.4125kN/m20.6875kN/m23雪3（南风）、活33积雪分布布系数μr0..75、1.2550.4125kN/m20.4125kN/m20.6875kN/m24雪4（西风）、活44积雪分布布系数μr0..75、1.2550.6875kN/m20.4125kN/m0.6875kN/m20.4125kN/m25雪5（东风）、活55积雪分布布系数μr0..75、1.2550.4125kN/m20.6875kN/m0.4125kN/m20.6875kN/m2屋面雨水荷载分分析，100年一遇，天天沟积水深深113mmm，计1.4超载系数数，屋面雨雨水荷载为为0.299kN//m2<0..55kkN/m22(雪荷载)，屋面雨雨水荷载不不另计，但但需加强管管理。6.1.3风荷荷载分析与与取值基本风压w0==0.5kkN/m22（100年重现期期）B类地貌风压高度变化系系数μz 墙体统一取μzz20=1.225 屋盖统一取μzz30=1.442体型系数μs如如下（俯视视图）-0.7-0.7-0.7-0.6-0.5+0.8风向-0.7-0.6-0.5+0.8风向风振系数βz取取1.0（计及300m高建筑，Tx1=1..12s，Ty1=1..2s，水水平风振影影响小）-0.4375kN/m2-0.4375kN/m2-0.4375kN/m2-0.3125kN/m2-0.426kN/m-0.4375kN/m2-0.3125kN/m2-0.426kN/m20.5kN/m2-0.4375kN/m2-0.4375kN/m20.5kN/m2-0.426kN/m2-0.4375kN/m0.5kN/m2-0.426kN/m2-0.4375kN/m2-0.3125kN/m2-0.3125kN/m2-0.3125kN/m2-0.4375kN/m2-0.426kN/m2-0.4375kN/m20.5kN/m2-0.4375kN/m2-0.426kN/m2-0.4375kN/m20.5kN/m24风4（西风）0.5kN/m0.5kN/m2-0.4375kN/m2-0.3125kN/m2-0.426kN/m-0.4375kN/m2-0.3125kN/m2-0.426kN/m2-0.4375kN/m2各向风荷载另外外考虑屋面面向下的正正风压工况况，风压为为0.2kkN/m22，反映竖竖向风振不不利影响。6.1.4温度度作用分析析及取值6.1.5地地震作用分分析及取值值6.1.5.11场地水平平向地震动动峰值加速速度反应谱谱6.1.5.11.1场地安评评报告100年超越概概率63％（小震震），阻尼比ξ＝0.05用于赛赛后内部混凝土土结构（含含跳台），截截面验算、位位移控制场地安评报告1100年超越概概率63％（小震震），阻尼比ξ＝0.022用于上部钢结构构截面验算算、位移控控制场地安评报告1100年超越概概率3％（大震），阻阻尼比ξ＝0.02，基坑深约约12m，考虑基底谱谱与地表谱谱综合影响响，修正取取Tg=0.7s（地表谱谱Tg=1s），αmax＝1.29（地表谱谱αmax=11.42），γ＝1.15（地表表谱γ＝1.25），用于上上部钢结构构弹性大震震极限承载载力复核场地安评报告100年超越概概率3％（大震震）阻尼比比ξ＝0.055，用于上部钢结构构静力弹塑塑性passhovver分析析、Arup截面承载载力复核场地安评报告50年超越概概率63％（小震震），阻尼比ξ＝0.022，用于赛赛时临时看看台钢结构构截面复核核、位移控控制建筑抗震设计规规范，50年超越概概率63％（小震震），阻尼比ξ＝0.055，用于赛赛时内部混混凝土结构构截面复核核、位移控控制场地竖向地震动动峰值加速速度反应谱谱采用场地水平向向反应谱值值αmax×00.65，用于上上部钢结构构抗震设计计建筑抗震设计规规范竖向地地震作用标标准值考虑本场地安评评报告100年超越概概率10％（中中震），基本地震震加速度aa＝262ggal偏安全，取155％重力荷荷载代表值值作为竖向向地震作用用标准值用于上部钢结构构、内部砼结构构预应力大大梁截面验验算、位移移控制水平向地震动加加速度时程程曲线6.1.5.44.1场地人工工模拟地震震波①1000年超越概概率63％，20秒 用于赛赛后内部砼结构构（阻尼比比ξ＝0.05）上部钢结结构（阻尼尼比ξ＝0.02）弹性时程分析②1000年超越概概率3％，25秒 用于上部部钢结构阻阻尼比ξ＝0.05动力弹塑塑性时程分析实测强震记录EElecnntro波波amax＝342gal用于上部钢结构构阻尼比ξ＝0.055动力弹塑塑性时程分分析，修正正取峰值加加速度amax＝443ggal,竖向地震动加速速度时程曲曲线均近似采采用水平地地震动峰值值加速度amax×00.65取用，用于于上部钢结构构弹性、弹弹塑性时程程分析6.1.5.66地震作用用组合6.1.5.66.1内内部混凝土土结构反应应谱小震——截面抗震震验算、位位移控制{SEX=1.33√SX2+((0.855Sy)22{SEy=1.3√(00.85SSx)2+Sy2 大跨预应力梁：：SE=SEX（SEy）＋0.5SZGSE=0.5SEXX（SEy）＋1.33SZGSZG=±0.115Gegg6.1.5.66.2上部钢结结构反应谱谱小震截面抗震震验算、位位移控制、反反应谱大震震截面极限限承载力复复核{{SEX=1.3√SX2+((0.855Sy)22＋0.55SZG（15％Geq）00.75SZ（竖向反反应谱）SEY=1.3√((0.855Sx)22＋Sy2＋0.5SSZG00.75SZ{SZG{SEZ=1.3× 1.5Sz6.1..5.6..3上部钢结结构弹性时时程分析（小小震）、弹弹塑性时程程分析（大大厦）{SEX=SX+0..85Syy＋0.665SE{amax＝87ggal(小震) amax＝4433gal（大大震） SEy=0..85Sxx＋Sy＋0.655SE((SX=SY=SZ)SEZ=1.5×0.655SZ=0..975SZ6.1.6EETFE气枕作用用分析及取取值ETTFE气枕内压压下ETFE膜应力水水平5～8N/mmm2，周边气气枕平均膜膜厚0.55mm(外层)0.225mm（内内层）气枕上下膜作用于于外（内）层层周边弦杆杆正常工作作状态下拉拉力标准值值：0.25KNN/m（内部）5×0.5（0.25）×2×10000＝5（2.5）KN/m气枕安装、更换换时，沿该该气枕周边边弦杆内拉力力标准值：：5KN/m(表面外外侧)、2.5KN//m（内部）6.1.7荷载载组合无地震组合（乘乘入重要性性系数1.1）恒+雪（活）1.32恒+11.54活1（均布雪雪）1.322=1.22X1.111.544=1.44X1.111.32恒+11.54活21.32恒+11.54活31.32恒+11.54活41.32恒+11.54活51.485恒++1.0778活1（均布雪雪）11.4855=1.335X1..11..078==1.4XX0.7XX1.11.485恒++1.0778活21.485恒++1.0778活31.485恒++1.0778活41.485恒++1.0778活5恒+风（考虑恒载的的有利作用用）1.1恒+1..54风11.1恒+1..54风21.1恒+1..54风31.1恒+1..54风4恒+风（考虑恒载的的不利作用用）1.32恒+11.54风11.32恒+11.54风21.32恒+11.54风31.32恒+11.54风4恒+温1.485恒++1.211（正温）1.221=1..1X1..11.485恒++1.211（负温）恒+雪（活）+风1.32恒+11.54活1（均布雪雪）+0.992风100.92==1.4XX0.6XX1.11.32恒+11.54活1（均布雪雪）+0.992风21.32恒+11.54活1（均布雪雪）+0.992风31.32恒+11.54活1（均布雪雪）+0.992风41.32恒+11.54活2+0..92风21.32恒+11.54活3+0..92风11.32恒+11.54活4+0..92风41.32恒+11.54活5+0..92风3恒+雪（活）+负温温1.32恒+11.54活1（均布雪雪）+1.221（负温）1.32恒+11.54活2+1..21（负温）1.32恒+11.54活3+1..21（负温）1.32恒+11.54活4+1..21（负温）1.32恒+11.54活5+1..21（负温）恒+雪（活）+风++负温1.32恒+11.54活1（均布雪雪）+0.992风1+1..21（负温）1.32恒+11.54活1（均布雪雪）+0.992风2+1..21（负温）1.32恒+11.54活1（均布雪雪）+0.992风3+1..21（负温）1.32恒+11.54活1（均布雪雪）+0.992风4+1..21（负温）1.32恒+11.54活2+0..92风2+1..21（负温）1.32恒+11.54活3+0..92风1+1..21（负温）1.32恒+11.54活4+0..92风4+1..21（负温）1.32恒+11.54活5+0..92风3+1..21（负温）以上考虑雪组合合时略去了了雪对角不不均布的情情况，雪只只能和负温温组合正温和活荷载组组合，活荷荷载0.3kkN/m22，雪荷载0.555kN/mm2，将雪荷荷载乘以0.5445，只考虑虑均布活荷荷载恒+活+正温1.32恒+00.84活1（活）+1.221（正温）0..84=11.4X00.5455X1.111.485恒++0.5888活1（活）+1.221（正温）0.5888=1..4X0..7X0..545XX1.1恒+活+风+正温1.32恒+00.84活1（活）+0.992风1+1..21（正温）1.32恒+00.84活1（活）+0.992风2+1..21（正温）1.32恒+00.84活1（活）+0.992风3+1..21（正温）1.32恒+00.84活1（活）+0.992风4+1..21（正温）地震组合考虑双向地震作作用仅计算水平地震震作用和同同时计算水水平与竖向向地震作用用：承载力力抗震调整整系数取0.755仅计算竖向地震震作用：承承载力抗震震调整系数数取1.0风荷载组合值系系数取0.2重力荷载代表值值取恒+0.5活1竖向地震：0..15重力荷载载代表值仅计算水平地震震作用(48)0.9恒恒+0.445活1+0..975水平地震震（X向为主）+0.221风1(49)0.9恒恒+0.445活1+0..975水平地震震（X向为主）+0.221风2(50)0.9恒恒+0.445活1+0..975水平地震震（X向为主）+0.221风3(51)0.9恒恒+0.445活1+0..975水平地震震（X向为主）+0.221风4(52)0.9恒恒+0.445活1+0..975水平地震震（Y向为主）+0.221风1(53)0.9恒恒+0.445活1+0..975水平地震震（Y向为主）+0.221风2(54)0.9恒恒+0.445活1+0..975水平地震震（Y向为主）+0.221风3(55)0.9恒恒+0.445活1+0..975水平地震震（Y向为主）+0.221风40.99=0.775X1..20..45=00.75XX1.2XX0.500.9755=1.33X0.7750.211=0.775X0..2X1..4仅计算竖向地震震作用(56)1.2恒恒+0.6活1+1..3竖向地震+0.228风10.6==1.2XX0.5(57)1.2恒恒+0.6活1+1..3竖向地震+0.228风2(58)1.2恒恒+0.6活1+1..3竖向地震+0.228风3(59)1.2恒恒+0.6活1+1..3竖向地震+0.228风4同时计算水平与与竖向地震震作用(60)0.9恒恒+0.445活1+0..975水平地震震（X向为主）+0.3375竖向地震+0.221风10.3375=00.75XX0.5(61)0.9恒恒+0.445活1+0..975水平地震震（X向为主）+0.3375竖向地震+0.221风2(62)0.9恒恒+0.445活1+0..975水平地震震（X向为主）+0.3375竖向地震+0.221风3(63)0.9恒恒+0.445活1+0..975水平地震震（X向为主）+0.3375竖向地震+0.221风4(64)0.9恒恒+0.445活1+0..975水平地震震（Y向为主）+0.3375竖向地震+0.221风1(65)0.9恒恒+0.445活1+0..975水平地震震（Y向为主）+0.3375竖向地震+0.221风2(66)0.9恒恒+0.445活1+0..975水平地震震（Y向为主）+0.3375竖向地震+0.221风3(67)0.9恒恒+0.445活1+0..975水平地震震（Y向为主）+0.3375竖向地震+0.221风4施工阶段温度组组合作用(68)1.088恒+0.999（正温）11.08==1.2XX0.90..99=11.1X00.9(69)1.088恒+0.999（负温）增加顶面向下的的风压工况况正风压值值取0.2kN/mm2，雪0.555kN/mm2，原负风风压-0.4426kNN/m2，为了避避免输入正正风压荷载载，将雪载载系数人为为增大，使使人为增大大了系数的的雪压与负负风压的组组合等于按按规范系数数的雪载与与正风压的的组合。即即：得：恒+雪（活）+风（表表面风压向向下）1.32恒+22.5877活1（均布雪雪）+0.992风12.5587=11.4X11.68XX1.11.32恒+22.5877活1（均布雪雪）+0.992风21.32恒+22.5877活1（均布雪雪）+0.992风31.32恒+22.5877活1（均布雪雪）+0.992风41.32恒+11.54活2+1..047活1（均布雪雪）+0.992风21.0447=2..587--1.5441.32恒+11.54活3+1..047活1（均布雪雪）+0.992风11.32恒+11.54活4+1..047活1（均布雪雪）+0.992风41.32恒+11.54活5+1..047活1（均布雪雪）+0.992风3仅计算竖向地震震作用反应应谱(78)1.2恒恒+0.6活1+1..3竖向地震震反应谱+0.228风1(79)1.2恒恒+0.6活1+1..3竖向地震震反应谱+0.228风2(80)1.2恒恒+0.6活1+1..3竖向地震震反应谱+0.228风3(81)1.2恒恒+0.6活1+1..3竖向地震震反应谱+0.228风4同时计算水平与与竖向地震震反应谱作作用(82)0.9恒恒+0.445活1+0..975水平地震震（X向为主）+0.3375竖向地震震反应谱+0.221风1(83)0.9恒恒+0.445活1+0..975水平地震震（X向为主）+0.3375竖向地震震反应谱+0.221风2(84)0.9恒恒+0.445活1+0..975水平地震震（X向为主）+0.3375竖向地震震反应谱+0.221风3(85)0.9恒恒+0.445活1+0..975水平地震震（X向为主）+0.3375竖向地震震反应谱+0.221风4(86)0.9恒恒+0.445活1+0..975水平地震震（Y向为主）+0.3375竖向地震震反应谱+0.221风1(87)0.9恒恒+0.445活1+0..975水平地震震（Y向为主）+0.3375竖向地震震反应谱+0.221风2(88)0.9恒恒+0.445活1+0..975水平地震震（Y向为主）+0.3375竖向地震震反应谱+0.221风3(89)0.9恒恒+0.445活1+0..975水平地震震（Y向为主）+0.3375竖向地震震反应谱+0.221风4弹性大震仅计算竖向地震震作用反应应谱（ξ=0.002）(90)0.8118恒+0.4409活1+0..818竖向大震震反应谱+0.223风1(91)0.8118恒+0.4409活1+0..818竖向大震震反应谱+0.223风2(92)0.8118恒+0.4409活1+0..818竖向大震震反应谱+0.223风3(93)0.8118恒+0.4409活1+0..818竖向大震震反应谱+0.223风4塑性：截截面系数，圆圆管1.27，矩形管1.13，在截面面验算公式式中，已考考虑塑性发发展系数圆圆管1.15，矩形管1.05，因此，全全塑性的提提高系数为为：圆管1.277/1.115=1..104，，矩形形管1.133/1.005=1..076，统一取1.1。钢材材材料屈服强强度较设计计强度提高高系数：1.1111。因此总总提高系数数为1.1XX1.1111=1..22211。0.8118=1//1.222210.4009=0..5/1..222110.233=0.228/1..22211同时计算水平与与竖向地震震反应谱作作用（ξ=0.002）(94)0.6114恒+0.3307活1+0..614水平大震震（X向为主）+0.3307竖向大震震反应谱+0.1172风1(95)0.6614恒+0.3307活1+0..614水平大震震（X向为主）+0.3307竖向大震震反应谱+0.1172风2(96)0.6614恒+0.3307活1+0..614水平大震震（X向为主）+0.3307竖向大震震反应谱+0.1172风3(97)0.6614恒+0.3307活1+0..614水平大震震（X向为主）+0.3307竖向大震震反应谱+0.1172风4(98)0.6614恒+0.3307活1+0..614水平大震震（Y向为主）+0.3307竖向大震震反应谱+0.1172风1(99)0.6614恒+0.3307活1+0..614水平大震震（Y向为主）+0.3307竖向大震震反应谱+0.1172风2(100)0..614恒+0.3307活1+0..614水平大震震（Y向为主）+0.3307竖向大震震反应谱+0.1172风3(101)0..614恒+0.3307活1+0..614水平大震震（Y向为主）+0.3307竖向大震震反应谱+0.1172风40.6614=00.75XX0.81180.3007=0..5X0..75X00.81880..172==0.755X0.223仅计算竖向地震震作用反应应谱（ξ=0.005）(102)0.8818恒+0.4409活1+0..818竖向大震震反应谱+0.223风1(103)0.8818恒+0.4409活1+0..818竖向大震震反应谱+0.223风2(104)0.8818恒+0.4409活1+0..818竖向大震震反应谱+0.223风3(105)0.8818恒+0.4409活1+0..818竖向大震震反应谱+0.223风4同时计算水平与与竖向地震震反应谱作作用（ξ=0.005）(106)0.6614恒+0.3307活1+0..614水平大震震（X向为主）+0.3307竖向大震震反应谱+0.1172风1(107)0..614恒+0.3307活1+0..614水平大震震（X向为主）+0.3307竖向大震震反应谱+0.1172风2(108)0..614恒+0.3307活1+0..614水平大震震（X向为主）+0.3307竖向大震震反应谱+0.1172风3(109)0..614恒+0.3307活1+0..614水平大震震（X向为主）+0.3307竖向大震震反应谱+0.1172风4(110)0..614恒+0.3307活1+0..614水平大震震（Y向为主）+0.3307竖向大震震反应谱+0.1172风1(111)0..614恒+0.3307活1+0..614水平大震震（Y向为主）+0.3307竖向大震震反应谱+0.1172风2(112)0..614恒+0.3307活1+0..614水平大震震（Y向为主）+0.3307竖向大震震反应谱+0.1172风3(113)0..614恒+0.3307活1+0..614水平大震震（Y向为主）+0.3307竖向大震震反应谱+0.1172风4以上前101种种工况组合合在SAP22000中的输入入工况组合表ComboNaameComboTyypeCaseTyppeCaseNammeScaleFaactorr17SXSRSSResponsseSppectrrum15SPEC22XL1117SXResponsseSppectrrum16SPEC22YL10.8518SYSRSSResponsseSppectrrum15SPEC22XL10.8518SYResponsseSppectrrum16SPEC22YL1119SZLinearAddLinearStattic01SELF0.1519SZLinearStattic21DEAD110.1519SZLinearStattic03LIVE110.07519SZLinearStattic22DEADCCW0.1519SZLinearStattic23DEADNN0.1519SZLinearStattic14LIVE0.07533SX2L33SRSSResponsseSppectrrum27SPEC22XL3133SX2L33ResponsseSppectrrum28SPEC22YL30.8534SY2L33SRSSResponsseSppectrrum27SPEC22XL30.8534SY2L33ResponsseSppectrrum28SPEC22YL3135SX5L33SRSSResponsseSppectrrum30SPEC55XL3135SX5L33ResponsseSppectrrum31SPEC55YL30.8536SY5L33SRSSResponsseSppectrrum30SPEC55XL30.8536SY5L33ResponsseSppectrrum31SPEC55YL3102DEADLinearAddLinearStattic21DEAD111.602DEADLinearStattic22DEADCCW102DEADLinearStattic23DEADNN102DEADLinearStattic01SELF1C01DL1LinearAddResponsseCoombo02DEAD1.32C01DL1LinearStattic03LIVE111.54C01DL1LinearStattic14LIVE1.54C02DL2LinearAddResponsseCoombo02DEAD1.32C02DL2LinearStattic04LIVE221.54C02DL2LinearStattic14LIVE1.54C03DL3LinearAddResponsseCoombo02DEAD1.32C03DL3LinearStattic05LIVE331.54C03DL3LinearStattic14LIVE1.54C04DL4LinearAddResponsseCoombo02DEAD1.32C04DL4LinearStattic06LIVE441.54C04DL4LinearStattic14LIVE1.54C05DL5LinearAddResponsseCoombo02DEAD1.32C05DL5LinearStattic07LIVE551.54C05DL5LinearStattic14LIVE1.54C06DDL11LinearAddResponsseCoombo02DEAD1.485C06DDL11LinearStattic03LIVE111.078C06DDL11LinearStattic14LIVE1.078C07DDL22LinearAddResponsseCoombo02DEAD1.485C07DDL22LinearStattic04LIVE221.078C07DDL22LinearStattic14LIVE1.078C08DDL33LinearAddResponsseCoombo02DEAD1.485C08DDL33LinearStattic05LIVE331.078C08DDL33LinearStattic14LIVE1.078C09DDL44LinearAddResponsseCoombo02DEAD1.485C09DDL44LinearStattic06LIVE441.078C09DDL44LinearStattic14LIVE1.078C10DDL55LinearAddResponsseCoombo02DEAD1.485C10DDL55LinearStattic07LIVE551.078C10DDL55LinearStattic14LIVE1.078C11DW1LinearAddResponsseCoombo02DEAD1.1C11DW1LinearStattic08WIND111.54C12DW2LinearAddResponsseCoombo02DEAD1.1C12DW2LinearStattic09WIND221.54C13DW3LinearAddResponsseCoombo02DEAD1.1C13DW3LinearStattic10WIND331.54C14DW4LinearAddResponsseCoombo02DEAD1.1C14DW4LinearStattic11WIND441.54C15DDW11LinearAddResponsseCoombo02DEAD1.32C15DDW11LinearStattic08WIND111.54C16DDW22LinearAddResponsseCoombo02DEAD1.32C16DDW22LinearStattic09WIND221.54C17DDW33LinearAddResponsseCoombo02DEAD1.32C17DDW33LinearStattic10WIND331.54C18DDW44LinearAddResponsseCoombo02DEAD1.32C18DDW44LinearStattic11WIND441.54C19DTSLinearAddResponsseCoombo02DEAD1.485C19DTSLinearStattic12TEMPSSUM1.21C20DTWLinearAddResponsseCoombo02DEAD1.485C20DTWLinearStattic13TEMPWWIN1.21C21DL1W11LinearAddResponsseCoombo02DEAD1.32C21DL1W11LinearStattic03LIVE110.54C21DL1W11LinearStattic14LIVE0.54C21DL1W11LinearStattic08WIND110.92C22DL1W22LinearAddResponsseCoombo02DEAD1.32C22DL1W22LinearStattic03LIVE110.54C22DL1W22LinearStattic14LIVE0.54C22DL1W22LinearStattic09WIND220.92C23DL1W33LinearAddResponsseCoombo02DEAD1.32C23DL1W33LinearStattic03LIVE110.54C23DL1W33LinearStattic14LIVE0.54C23DL1W33LinearStattic10WIND330.92C24DL1W44LinearAddResponsseCoombo02DEAD1.32C24DL1W44LinearStattic03LIVE110.54C24DL1W44LinearStattic14LIVE0.54C24DL1W44LinearStattic11WIND440.92C25DL2W22LinearAddResponsseCoombo02DEAD1.32C25DL2W22LinearStattic04LIVE220.54C25DL2W22LinearStattic14LIVE0.54C25DL2W22LinearStattic09WIND220.92C26DL3W11LinearAddResponsseCoombo02DEAD1.32C26DL3W11LinearStattic05LIVE330.54C26DL3W11LinearStattic14LIVE0.54C26DL3W11LinearStattic08WIND110.92C27DL4W44LinearAddResponsseCoombo02DEAD1.32C27DL4W44LinearStattic06LIVE440.54C27DL4W44LinearStattic14LIVE0.54C27DL4W44LinearStattic11WIND440.92C28DL5W33LinearAddResponsseCoombo02DEAD1.32C28DL5W33LinearStattic05LIVE330.54C28DL5W33LinearStattic14LIVE0.54C28DL5W33LinearStattic10WIND330.92C29DL1TWWLinearAddResponsseCoombo02DEAD1.32C29DL1TWWLinearStattic03LIVE110.54C29DL1TWWLinearStattic14LIVE0.54C29DL1TWWLinearStattic13TEMPWWIN1.21C30DL2TWWLinearAddResponsseCoombo02DEAD1.32C30DL2TWWLinearStattic04LIVE220.54C30DL2TWWLinearStattic14LIVE0.54C30DL2TWWLinearStattic13TEMPWWIN1.21C31DL3TWWLinearAddResponsseCoombo02DEAD1.32C31DL3TWWLinearStattic05LIVE330.54C31DL3TWWLinearStattic14LIVE0.54C31DL3TWWLinearStattic13TEMPWWIN1.21C32DL4TWWLinearAddResponsseCoombo02DEAD1.32C32DL4TWWLinearStattic06LIVE440.54C32DL4TWWLinearStattic14LIVE0.54C32DL4TWWLinearStattic13TEMPWWIN1.21C33DL5TWWLinearAddResponsseCoombo02DEAD1.32C33DL5TWWLinearStattic07LIVE550.54C33DL5TWWLinearStattic14LIVE0.54C33DL5TWWLinearStattic13TEMPWWIN1.21C34DL1W11LinearAddResponsseCoombo02DEAD1.32C34DL1W11LinearStattic03LIVE110.54C34DL1W11LinearStattic14LIVE0.54C34DL1W11LinearStattic08WIND110.92C34DL1W11LinearStattic13TEMPWWIN1.21C35DL1W22LinearAddResponsseCoombo02DEAD1.32C35DL1W22LinearStattic03LIVE110.54C35DL1W22LinearStattic14LIVE0.54C35DL1W22LinearStattic09WIND220.92C35DL1W22LinearStattic13TEMPWWIN1.21C36DL1W33LinearAddResponsseCoombo02DEAD1.32C36DL1W33LinearStattic03LIVE110.54C36DL1W33LinearStattic14LIVE0.54C36DL1W33LinearStattic10WIND330.92C36DL1W33LinearStattic13TEMPWWIN1.21C37DL1W44LinearAddResponsseCoombo02DEAD1.32C37DL1W44LinearStattic03LIVE110.54C37DL1W44LinearStattic14LIVE0.54C37DL1W44LinearStattic11WIND440.92C37DL1W44LinearStattic13TEMPWWIN1.21C38DL2W22LinearAddResponsseCoombo02DEAD1.32C38DL2W22LinearStattic04LIVE220.54C38DL2W22LinearStattic14LIVE0.54C38DL2W22LinearStattic09WIND220.92C38DL2W22LinearStattic13TEMPWWIN1.21C39DL3W11LinearAddResponsseCoombo02DEAD1.32C39DL3W11LinearStattic05LIVE330.54C39DL3W11LinearStattic14LIVE0.54C39DL3W11LinearStattic08WIND110.92C39DL3W11LinearStattic13TEMPWWIN1.21C40DL4W44LinearAddResponsseCoombo02DEAD1.32C40DL4W44LinearStattic06LIVE440.54C40DL4W44LinearStattic14LIVE0.54C40DL4W44LinearStattic11WIND440.92C40DL4W44LinearStattic13TEMPWWIN1.21C41DL5W33LinearAddResponsseCoombo02DEAD1.32C41DL5W33LinearStattic07LIVE550.54C41DL5W33LinearStattic14LIVE0.54C41DL5W33LinearStattic10WIND330.92C41DL5W33LinearStattic13TEMPWWIN1.21C42DL1TSSLinearAddResponsseCoombo02DEAD1.32C42DL1TSSLinearStattic03LIVE110.84C42DL1TSSLinearStattic14LIVE0.84C42DL1TSSLinearStattic12TEMPSSUM1.21C43DDL11TLinearAddResponsseCoombo02DEAD1.485C43DDL11TLinearStattic03LIVE110.588C43DDL11TLinearStattic14LIVE0.588C43DDL11TLinearStattic12TEMPSSUM1.21C44DL1W11LinearAddResponsseCoombo02DEAD1.32C44DL1W11LinearStattic03LIVE110.84C44DL1W11LinearStattic14LIVE0.84C44DL1W11LinearStattic08WIND110.92C44DL1W11LinearStattic12TEMPSSUM1.21C45DL1W22LinearAddResponsseCoombo02DEAD1.32C45DL1W22LinearStattic03LIVE110.84C45DL1W22LinearStattic14LIVE0.84C45DL1W22LinearStattic09WIND220.92C45DL1W22LinearStattic12TEMPSSUM1.21C46DL1W33LinearAddResponsseCoombo02DEAD1.32C46DL1W33LinearStattic03LIVE110.84C46DL1W33LinearStattic14LIVE0.84C46DL1W33LinearStattic10WIND330.92C46DL1W33LinearStattic12TEMPSSUM1.21C47DL1W44LinearAddResponsseCoombo02DEAD1.32C47DL1W44LinearStattic03LIVE110.84C47DL1W44LinearStattic14LIVE0.84C47DL1W44LinearStattic11WIND440.92C47DL1W44LinearStattic12TEMPSSUM1.21C48DL1SXXW1LinearAddResponsseCoombo02DEAD0.9C48DL1SXXW1LinearStattic03LIVE110.45C48DL1SXXW1LinearStattic14LIVE0.45C48DL1SXXW1ResponsseCoombo17SX0.975C48DL1SXXW1LinearStattic08WIND110.21C49DL1SXXW2LinearAddResponsseCoombo02DEAD0.9C49DL1SXXW2LinearStattic03LIVE110.45C49DL1SXXW2LinearStattic14LIVE0.45C49DL1SXXW2ResponsseCoombo17SX0.975C49DL1SXXW2LinearStattic09WIND220.21C50DL1SXXW3LinearAddResponsseCoombo02DEAD0.9C50DL1SXXW3LinearStattic03LIVE110.45C50DL1SXXW3LinearStattic14LIVE0.45C50DL1SXXW3ResponsseCoombo17SX0.975C50DL1SXXW3LinearStattic10WIND330.21C51DL1SXXW4LinearAddResponsseCoombo02DEAD0.9C51DL1SXXW4LinearStattic03LIVE110.45C51DL1SXXW4LinearStattic14LIVE0.45C51DL1SXXW4ResponsseCoombo17SX0.975C51DL1SXXW4LinearStattic11WIND440.21C52DL1SYYW1LinearAddResponsseCoombo02DEAD0.9C52DL1SYYW1LinearStattic03LIVE110.45C52DL1SYYW1LinearStattic14LIVE0.45C52DL1SYYW1ResponsseCoombo18SY0.975C52DL1SYYW1LinearStattic08WIND110.21C53DL1SYYW2LinearAddResponsseCoombo02DEAD0.9C53DL1SYYW2LinearStattic03LIVE110.45C53DL1SYYW2LinearStattic14LIVE0.45C53DL1SYYW2ResponsseCoombo18SY0.975C53DL1SYYW2LinearStattic09WIND220.21C54DL1SYYW3LinearAddResponsseCoombo02DEAD0.9C54DL1SYYW3LinearStattic03LIVE110.45C54DL1SYYW3LinearStattic14LIVE0.45C54DL1SYYW3ResponsseCoombo18SY0.975C54DL1SYYW3LinearStattic10WIND330.21C55DL1SYYW4LinearAddResponsseCoombo02DEAD0.9C55DL1SYYW4LinearStattic03LIVE110.45C55DL1SYYW4LinearStattic14LIVE0.45C55DL1SYYW4ResponsseCoombo18SY0.975C55DL1SYYW4LinearStattic11WIND440.21C56DL1SZZW1LinearAddResponsseCoombo02DEAD1.2C56DL1SZZW1LinearStattic03LIVE110.6C56DL1SZZW1LinearStattic14LIVE0.6C56DL1SZZW1ResponsseCoombo19SZ0.3C56DL1SZZW1LinearStattic08WIND110.28C57DL1SZZW2LinearAddResponsseCoombo02DEAD1.2C57DL1SZZW2LinearStattic03LIVE110.6C57DL1SZZW2LinearStattic14LIVE0.6C57DL1SZZW2ResponsseCoombo19SZ0.3C57DL1SZZW2LinearStattic09WIND220.28C58DL1SZZW3LinearAddResponsseCoombo02DEAD1.2C58DL1SZZW3LinearStattic03LIVE110.6C58DL1SZZW3LinearStattic14LIVE0.6C58DL1SZZW3ResponsseCoombo19SZ0.3C58DL1SZZW3LinearStattic10WIND330.28C59DL1SZZW4LinearAddResponsseCoombo02DEAD1.2C59DL1SZZW4LinearStattic03LIVE110.6C59DL1SZZW4LinearStattic14LIVE0.6C59DL1SZZW4ResponsseCoombo19SZ0.3C59DL1SZZW4LinearStattic11WIND440.28C60DL1SXXSZW11LinearAddResponsseCoombo02DEAD0.9C60DL1SXXSZW11LinearStattic03LIVE110.45C60DL1SXXSZW11LinearStattic14LIVE0.45C60DL1SXXSZW11ResponsseCoombo17SX0.975C60DL1SXXSZW11ResponsseCoombo19SZ0.375C60DL1SXXSZW11LinearStattic08WIND110.21C61DL1SXXSZW22LinearAddResponsseCoombo02DEAD0.9C61DL1SXXSZW22LinearStattic03LIVE110.45C61DL1SXXSZW22LinearStattic14LIVE0.45C61DL1SXXSZW22ResponsseCoombo17SX0.975C61DL1SXXSZW22ResponsseCoombo19SZ0.375C61DL1SXXSZW22LinearStattic09WIND220.21C62DL1SXXSZW33LinearAddResponsseCoombo02DEAD0.9C62DL1SXXSZW33LinearStattic03LIVE110.45C62DL1SXXSZW33LinearStattic14LIVE0.45C62DL1SXXSZW33ResponsseCoombo17SX0.975C62DL1SXXSZW33ResponsseCoombo19SZ0.375C62DL1SXXSZW33LinearStattic10WIND330.21C63DL1SXXSZW44LinearAddResponsseCoombo02DEAD0.9C63DL1SXXSZW44LinearStattic03LIVE110.45C63DL1SXXSZW44LinearStattic14LIVE0.45C63DL1SXXSZW44ResponsseCoombo17SX0.975C63DL1SXXSZW44ResponsseCoombo19SZ0.375C63DL1SXXSZW44LinearStattic11WIND440.21C64DL1SYYSZW11LinearAddResponsseCoombo02DEAD0.9C64DL1SYYSZW11LinearStattic03LIVE110.45C64DL1SYYSZW11LinearStattic14LIVE0.45C64DL1SYYSZW11ResponsseCoombo18SY0.975C64DL1SYYSZW11ResponsseCoombo19SZ0.375C64DL1SYYSZW11LinearStattic08WIND110.21C65DL1SYYSZW22LinearAddResponsseCoombo02DEAD0.9C65DL1SYYSZW22LinearStattic03LIVE110.45C65DL1SYYSZW22LinearStattic14LIVE0.45C65DL1SYYSZW22ResponsseCoombo18SY0.975C65DL1SYYSZW22ResponsseCoombo19SZ0.375C65DL1SYYSZW22LinearStattic09WIND220.21C66DL1SYYSZW33LinearAddResponsseCoombo02DEAD0.9C66DL1SYYSZW33LinearStattic03LIVE110.45C66DL1SYYSZW33LinearStattic14LIVE0.45C66DL1SYYSZW33ResponsseCoombo18SY0.975C66DL1SYYSZW33ResponsseCoombo19SZ0.375C66DL1SYYSZW33LinearStattic10WIND330.21C67DL1SYYSZW44LinearAddResponsseCoombo02DEAD0.9C67DL1SYYSZW44LinearStattic03LIVE110.45C67DL1SYYSZW44LinearStattic14LIVE0.45C67DL1SYYSZW44ResponsseCoombo18SY0.975C67DL1SYYSZW44ResponsseCoombo19SZ0.375C67DL1SYYSZW44LinearStattic11WIND440.21C68DCTSSLinearAddResponsseCoombo02DEAD1.08C68DCTSSLinearStattic24CONTSS0.99C69DCTWWLinearAddResponsseCoombo02DEAD1.08C69DCTWWLinearStattic25CONTWW0.99C70DL1B11LinearAddResponsseCoombo02DEAD1.32C70DL1B11LinearStattic03LIVE112.587C70DL1B11LinearStattic14LIVE1.54C70DL1B11LinearStattic08WIND110.92C71DL1B22LinearAddResponsseCoombo02DEAD1.32C71DL1B22LinearStattic03LIVE112.587C71DL1B22LinearStattic14LIVE1.54C71DL1B22LinearStattic09WIND220.92C72DL1B33LinearAddResponsseCoombo02DEAD1.32C72DL1B33LinearStattic03LIVE112.587C72DL1B33LinearStattic14LIVE1.54C72DL1B33LinearStattic10WIND330.92C73DL1B44LinearAddResponsseCoombo02DEAD1.32C73DL1B44LinearStattic03LIVE112.587C73DL1B44LinearStattic14LIVE1.54C73DL1B44LinearStattic11WIND440.92C74DL2B22LinearAddResponsseCoombo02DEAD1.32C74DL2B22LinearStattic04LIVE221.54C74DL2B22LinearStattic14LIVE1.54C74DL2B22LinearStattic03LIVE111.047C74DL2B22LinearStattic09WIND220.92C75DL3B11LinearAddResponsseCoombo02DEAD1.32C75DL3B11LinearStattic05LIVE331.54C75DL3B11LinearStattic14LIVE1.54C75DL3B11LinearStattic03LIVE111.047C75DL3B11LinearStattic08WIND110.92C76DL4B44LinearAddResponsseCoombo02DEAD1.32C76DL4B44LinearStattic06LIVE441.54C76DL4B44LinearStattic14LIVE1.54C76DL4B44LinearStattic03LIVE111.047C76DL4B44LinearStattic11WIND440.92C77DL5B33LinearAddResponsseCoombo02DEAD1.32C77DL5B33LinearStattic07LIVE551.54C77DL5B33LinearStattic14LIVE1.54C77DL5B33LinearStattic03LIVE111.047C77DL5B33LinearStattic10WIND330.92AUDIT0778LinearAddResponsseCoombo02DEAD1.2AUDIT0778LinearStattic03LIVE110.6AUDIT0778ResponsseSppectrrum26SPEC22ZL10.3AUDIT0778LinearStattic08WIND110.28AUDIT0779LinearAddResponsseCoombo02DEAD1.2AUDIT0779LinearStattic03LIVE110.6AUDIT0779ResponsseSppectrrum26SPEC22ZL10.3AUDIT0779LinearStattic09WIND220.28AUDIT0880LinearAddResponsseCoombo02DEAD1.2AUDIT0880LinearStattic03LIVE110.6AUDIT0880ResponsseSppectrrum26SPEC22ZL10.3AUDIT0880LinearStattic10WIND330.28AUDIT0881LinearAddResponsseCoombo02DEAD1.2AUDIT0881LinearStattic03LIVE110.6AUDIT0881ResponsseSppectrrum26SPEC22ZL10.3AUDIT0881LinearStattic11WIND440.28AUDIT0882LinearAddResponsseCoombo02DEAD0.9AUDIT0882LinearStattic03LIVE110.45AUDIT0882ResponsseCoombo17SX0.975AUDIT0882ResponsseSppectrrum26SPEC22ZL10.375AUDIT0882LinearStattic08WIND110.21AUDIT0883LinearAddResponsseCoombo02DEAD0.9AUDIT0883LinearStattic03LIVE110.45AUDIT0883ResponsseCoombo17SX0.975AUDIT0883ResponsseSppectrrum26SPEC22ZL10.375AUDIT0883LinearStattic09WIND220.21AUDIT0884LinearAddResponsseCoombo02DEAD0.9AUDIT0884LinearStattic03LIVE110.45AUDIT0884ResponsseCoombo17SX0.975AUDIT0884ResponsseSppectrrum26SPEC22ZL10.375AUDIT0884LinearStattic10WIND330.21AUDIT0885LinearAddResponsseCoombo02DEAD0.9AUDIT0885LinearStattic03LIVE110.45AUDIT0885ResponsseCoombo17SX0.975AUDIT0885ResponsseSppectrrum26SPEC22ZL10.375AUDIT0885LinearStattic11WIND440.21AUDIT0886LinearAddResponsseCoombo02DEAD0.9AUDIT0886LinearStattic03LIVE110.45AUDIT0886ResponsseCoombo18SY0.975AUDIT0886ResponsseSppectrrum26SPEC22ZL10.375AUDIT0886LinearStattic08WIND110.21AUDIT0887LinearAddResponsseCoombo02DEAD0.9AUDIT0887LinearStattic03LIVE110.45AUDIT0887ResponsseCoombo18SY0.975AUDIT0887ResponsseSppectrrum26SPEC22ZL10.375AUDIT0887LinearStattic09WIND220.21AUDIT0888LinearAddResponsseCoombo02DEAD0.9AUDIT0888LinearStattic03LIVE110.45AUDIT0888ResponsseCoombo18SY0.975AUDIT0888ResponsseSppectrrum26SPEC22ZL10.375AUDIT0888LinearStattic10WIND330.21AUDIT0889LinearAddResponsseCoombo02DEAD0.9AUDIT0889LinearStattic03LIVE110.45AUDIT0889ResponsseCoombo18SY0.975AUDIT0889ResponsseSppectrrum26SPEC22ZL10.375AUDIT0889LinearStattic11WIND440.21AUDIT0990LinearAddResponsseCoombo02DEAD0.818AUDIT0990LinearStattic03LIVE110.409AUDIT0990LinearStattic14LIVE0.409AUDIT0990ResponsseSppectrrum29SPEC22ZL30.818AUDIT0990LinearStattic08WIND110.23AUDIT0991LinearAddResponsseCoomb