非标准设计使用年限下核电厂结构的设计问题
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摘要
介绍了非标准设计使用年限下核电厂附属结构设计中活荷载、风荷载、雪荷载的取值方法,并探讨了非标准设计使用年限下核电厂结构地震动参数的确定及地震作用的计算方法,指出了厂结构进行设计时应注意的问题,为同类工程设计和结构分析提供参考。
This paper introduced the calculation methods of live load,wind load,snow load of nuclear power plant accessory structure design under non-standard design service life,and discussed the ground motion parameters determination of power plant structure and the calculation method of earthquake action nuclear power plant structure under non-standard design service life,pointed out the matters should pay attention to in plant structure design,provided reference for similar engineering design and structure analysis.
This paper introduced the calculation methods of live load,wind load,snow load of nuclear power plant accessory structure design under non-standard design service life,and discussed the ground motion parameters determination of power plant structure and the calculation method of earthquake action nuclear power plant structure under non-standard design service life,pointed out the matters should pay attention to in plant structure design,provided reference for similar engineering design and structure analysis.
引文
[1]GB50009-2012,建筑结构荷载规范[S].
[2]GB50011-2010,建筑抗震设计规范[S].
[3]毋剑平,白雪霜.不同设计使用年限下地震作用的确定方法[J].工程抗震,2003(2):36-39.
[4]CECS160∶2004,建筑工程抗震性态设计通则(试用)[S].
[5]黄艳娇,朱镦.混凝土保护层厚度与结构设计使用年限[J].混凝土,2004,10(180):58-59.
[2]GB50011-2010,建筑抗震设计规范[S].
[3]毋剑平,白雪霜.不同设计使用年限下地震作用的确定方法[J].工程抗震,2003(2):36-39.
[4]CECS160∶2004,建筑工程抗震性态设计通则(试用)[S].
[5]黄艳娇,朱镦.混凝土保护层厚度与结构设计使用年限[J].混凝土,2004,10(180):58-59.
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