中国2010版抗规地震影响系数计算表.xls
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中国2010版抗规地震影响系数计算表.xls

中国2010版抗规地震影响系数计算表.xls

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地震影响6度7度7度0.15g8度8度0.3g9度多遇0.040.080.120.160.240.32罕遇0.280.50.720.91.21.4分组Ⅰ0Ⅰ1ⅡⅢⅣ第一组0.20.250.350.450.65第二组0.250.30.40.550.75第三组0.30.350.450.650.9中国2010版抗规反应谱计算表输入已知条件自动计算参数用途地震类型多遇*注:前4项通过下拉框选择,阻尼系数直接输入数值。αmax=0.16Tg=0.651.可用于etabs中输入2010版抗规反应谱数据;2.只有白色区域为可编辑状态;3.数据提取区α不可改。烈度8度地震分组第一组γ=0.9η1=0.02场地类别Ⅳ阻尼系数0.05η2=1数据提取区单个地震影响系数计算TαT=40.07200.0000.07200.08080.0100.0808α=0.0351878060.08960.0200.08960.09840.0300.0984地震影响系数曲线图0.10720.0400.10720.11600.0500.11600.12480.0600.12480.13360.0700.13360.14240.0800.14240.15120.0900.15120.16000.1000.16000.160010.1550.16000.160020.2100.16000.160030.2650.16000.160040.3200.16000.160050.3750.16000.160060.4300.16000.160070.4850.16000.160080.5400.16000.160090.5950.16000.1600100.6500.16000.135810.7800.1358编制人:补国斌Email:guobin.bu@163.com0.118220.9100.11820.104831.0400.10480.094341.1700.09430.085751.3000.08570.078761.4300.07870.072871.5600.07280.067781.6900.06770.063391.8200.06330.0595101.9500.05950.0562112.0800.05620.0532122.2100.05320.0505132.3400.05050.0481142.4700.04810.0459152.6000.04590.0440162.7300.04400.0422172.8600.04220.0405182.9900.04050.0390193.1200.03900.0376203.2500.03760.037113.3880.03710.036723.5250.03670.036333.6630.03630.035843.8000.03580.035453.9380.03540.034964.0750.03490.034574.2130.03450.034184.3500.03410.033694.4880.03360.0332104.6250.03320.0327114.7630.03270.0323124.9000.03230.0319135.0380.03190.0314145.1750.03140.0310155.3130.03100.0305165.4500.03050.0301175.5880.03010.0297185.7250.02970.0292195.8630.0292