| 不同设计使用年限建筑结构作用的取值 |
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| 引用本文： | 钟芳林,张建军. 不同设计使用年限建筑结构作用的取值[J]. 河北工程大学学报(自然科学版), 2008, 25(1): 29-31 |
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| 作者姓名： | 钟芳林 张建军 |
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| 作者单位： | 邯郸职业技术学院,建工系,河北,邯郸,05600;邯郸职业技术学院,建工系,河北,邯郸,05600 |
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| 摘 要： | 按现行建筑结构设计规范的思想,给出不同设计使用年限建筑的结构重要性系数,来调整结构荷载效应取值。依据现行抗震规范设防水准,给出不同设计使用年限建筑的多遇和罕遇地震动参数,计算建筑结构地震作用取值,为工程设计提供参考。
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| 关 键 词： | 结构重要性系数 设计基准期 重现期 烈度 地震峰值加速度 水平地震影响系数最大值 |
| 文章编号： | 1673-9469(2008)01-0029-03 |
| 收稿时间： | 2007-12-22 |
| 修稿时间： | 2007-12-22 |
Action value for building structures of different design working life |
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| ZHONG Fang-lin and ZHANG Jian-jun. Action value for building structures of different design working life[J]. Journal of Hebei University of Engineering(Natural Science Edition), 2008, 25(1): 29-31 |
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| Authors: | ZHONG Fang-lin and ZHANG Jian-jun |
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| Affiliation: | Civil Engineering Department,Handan Polytechnic College,Handan 056001,China;Civil Engineering Department,Handan Polytechnic College,Handan 056001,China |
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| Abstract: | The structure's importance factor of buildings of different design working life to adjust loading effect value based upon the current building structure design criterion were gi.Seismic motion parameter of buildings of different design working life was proposed by according to current earthquake-risistant level.The method is available for engineering designs. |
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| Keywords: | importance factor of structure design reference period recurrence period intensity earthquake peak acceleration maximum value of horizontal earthquake influence coefficient |
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