1、有个别在震后保留下来。易 破 坏 区易破坏区钢屋架100101008易破坏区易 破 坏 区计算单元计 算 单 元计算单元檐墙纵墙柱吊车梁积灰雪屋盖）GGGGGGGGi0.125.025.05.05.05.0(0.1iG321 0.125.05.025.00.1、iGGGGGGwwlbcRirGcGbGwlGwG 高低跨封墙重TTKGKTgGT 2211111111a11111111a11a11111g2212iiiiTuGuGkTTK点产生的位移视为荷载在将212121.GGGGuu22212122121111GGuGGu111112222221111213222123333123332211
2、23322221112uGuGuGuGuGuGKTT333232131332322212123132121111GGGuGGGuGGGu计算单元计 算 单 元wwlbcriGGGGGG9.15.05.05.00.1eqEkGF111eqG1GGeqieqGG85.0)0(nekkkiiiFHGHGFiF0.35.1e75162表见Pe)7.11(2hllhhGGnnn)27.11(2hcllhhGGnnn2lhnn.lhGG.clG高大单层钢筋砼柱厂房上柱验算罕遇地震下的弹塑性变形eppp hpp2212iiiiTuGuGkTeqEkGF11)0(nekkkiiiFHGHGF)(5.035.0
3、)(25.0crbwlwtcrsGGGGGGGrGwlGbGcGwtGcrGcbaKKKcbaKKKcbaKKKcbaGGGcbaGGGcbaGGGcbaKKKcbaKKKcbaKKKssTsKGT2TsKcbaKKKcbaKKKcbaKKKGKGKssTKGKT21wcrbwlwtcrsGGGGGGGG0.1)(5.035.0)(25.0吊车梁吊车桥架cbbaGGGG21cbbaGGGG21cbbaGGGG21cbbaGGGG21sfbsassfbasGGGGG)1(调整后的值中柱列重力荷载的代表b0.15.0bsassasTuGuGT212)00025.023.0(3121HlTcbbau
4、 u u u21cbbau u u u21cbbau u u u21cbbauuu u212232002.06.2Hl1Hl柔度刚度1max1 F1F)1()1(1)1(2132113122212131211211AlAlElAEll222111122221111222211112EAlNNki11KNmEtKk )3(311KNmEtKk )75.0(4311bhhbaak 2.11hbhbF111h bhbF111h bh bF111h bh bF111h bh bF111h bh bF111k0.2 0.4 0.6 0.4 0.6 0.8 9 8 7 砼柱厂房砖柱厂房度度度jnnjjK
5、1jnnjjK 11h2h3h4h5h1K21K22K23K3K41K42K43K5KjnnjjK 1jnnjjK 122222222221 1111swbcwwbbccKnnnnnn刚度柱根数、支撑、墙片数1111sF1111sF221sF2211sF1211sF 22222221212112121211111122211211wbcwbcwbcwbcwbcsKKKKKKKKKKKKKKKKKKKKwwlwtcrsGGGGGG0.17.05.05.0wlGcrbccsGGGG4.0wwlwtcrsGGGGGG0.17.05.01.0吊车桥吊车梁ssGF1scscscsHhGF1柱顶高度吊车梁
6、高度 scsHh180 165 155 145 54354431PKKKKKKKKKGFsassassasasasaseqs见表钢筋砼厂房中柱列钢筋砼厂房边柱列砖柱厂房柱列修正刚度柱间支撑系数围护墙系数 54 3assGF1)2,1()(2211211iHGHGHGGGFsassassiasiasassi)2,1()(2211211iHGHGHGGGFsassassiasiasassi)2,1()(2211211iHGHGHGGGFsassassiasiasassisswwssbbssccFKKFFKKFFKKF 212221121121ssssFFUUsswwssbbssccFKKFFKKFFKKF 22212122121111scsccscsccUKUKFUKUKF22212122121111sbsbbsbsbbUKUKFUKUKF22212122121111swswwswswwUKUKFUKUKFn5.01n5.0柱间净距令ccbbccbccSSlFFslNFslN )()1()1(21115122242c9.08.0 REtREfNA抗拉强度ssTsKGT2ssTsKGKT2scscscsssHhGFGF11
