結(jié)構(gòu)概念設(shè)計,用于方案階段的結(jié)構(gòu)設(shè)計

結(jié)構(gòu)概念設(shè)計-麻城-2#4#5#7#,,,,,,,,,,

一.結(jié)構(gòu)體型計算（A級),,,可采用結(jié)構(gòu)型式,,,四.剪力墻標準層經(jīng)濟折算厚度,,,,

結(jié)構(gòu)類型(下拉菜單),,剪力墻,設(shè)防烈度,7,,層數(shù),12,18,25,33

建筑長L,,42.20,突出長l,6.10,,墻柱折算經(jīng)濟厚度,90-100,120~130,140~150,150~170

建筑寬B,,11.80,突出寬b,5.60,,面積比（3.0層高）,30-35,40-45,45-50,50-55

建筑高H,,96.20,建筑寬Bmax,17.90,,,,,,

"L/B(限值,計算值)",,6.00,3.58,滿足,,五.一般剪力墻厚度、長度控制(3.4級）,,,,

"l/b(限值,計算值)",,2.00,1.09,滿足,,層高,厚度,最小長度,高厚比,長寬比

"l/Bmax(限值,計算值)",,0.35,0.34,滿足,,5400,340,2720,1/16,8

"H/B(限值,計算值)",,6.00,6.62,不滿足,,5100,320,2560,1/16,8

"H/B(限值,6度)",,6.00,不合格體型,,,4200,260,2080,1/16,8

方案-建模前,CAD面域回轉(zhuǎn)半徑：,4.152,等效寬度：,14.532,,2900,200,1650,1/16,8

建模后，查mass.out等效寬度,,0.000,取保守值：,14.532,,,,,,

二.抗震縫計算,,,建筑高H,29.10,,5400,270,2160,1/20,8

設(shè)防烈度,計算值,框架,框-剪,剪力墻,,5100,260,2080,1/20,8

6.00,156,160,110,100,,4800,240,1920,1/20,8

7.00,171,170,120,100,,4500,230,1840,1/20,8

8.00,194,200,140,100,,4200,210,1680,1/20,8

9.00,241,250,170,120,,3900,200,1650,1/20,8

,,,,,,3600,200,1650,1/20,8

三.基礎(chǔ)埋深計算,,,,,,3300,200,1650,1/20,8

0.000相當于絕對高程,,0.00,承臺頂相對標高,-4.54,,2900,200,1650,1/20,8

室外地坪相對標高,,-0.20,承臺頂絕對標高,-4.54,,,,,,

0.000以上房屋高度,,96.00,承臺或筏板厚度,1.00,,,,,,

計算埋深(樁基)=,,5.34,筏板頂相對標高,-5.61,,,,,,

計算埋深(筏板)=,,6.41,筏板頂絕對標高,-5.61,,,,,,

四.超限審查（常見抽選）,,,,,,,,,,

"1a、扭轉(zhuǎn)不規(guī)則(限值,1.2)",,1.20,1.21,不滿足,,,,,,

"1b、偏心布置(偏心距離,0.15）",,1.109,0.076,滿足,,,,,,

1.序號a、b不重復計算不規(guī)則項：,,不滿足,,,,,,,,

2a、凹凸不規(guī)則（朱抗P46）,,30%,0.34,不滿足,,,,,,

2b、組合平面（細腰或角部重疊）(朱高P40),,0.659,0.3333,滿足,,,,,,

2.序號a、b不重復計算不規(guī)則項：,,不滿足,,,,,,,,

"3、樓板不連續(xù)(寬度,50%)（洞口面積30%）(高條說3.4.6