| 1. | Comparison and advance of consequences assessment system for nuclear accident
与超设计基准事故 |
| 2. | However , to ensure that hong kong people are protected , these countermeasures are still included in the
然而，为确保万一发生很严重的设计基准以外的核事故时，市民亦得到适当的保护， |
| 3. | However , to ensure that hong kong people are protected , these countermeasures are still included in the
然而，为确保万一发生很严重的、设计基准以外的核事故时，市民亦得到适当的保护， |
| 4. | Study and development of accident off - site consequence assessment system tw - naocas for tianwan nuclear power plant in jiangsu
正常生活剂量与事故释放后2天的预期剂量的模式;干预措施评估模式主要涉及相应于设计基准事故 |
| 5. | Standard practice for obtaining hydrostatic or pressure design basis for " fiberglass " glass - fiber - reinforced thermosetting - resin pipe and fittings
获取玻璃纤维增强热固树脂管及配件用静压或压力设计基准的标准实施规程 |
| 6. | The failure mode and the design reference period of the steel rail are discussed , and the steel rail ' s performance function at limit state is established too
讨论了钢轨的失效模式和设计基准期，建立了钢轨极限状态方程的功能函数。 |
| 7. | The structure dynamic reliability of reference period may be different when monthly , yearly and the reference period maximum wind loads are adopted
同时还分析了采用月最大、年最大及设计基准期最大风荷载对设计基准期内结构抗风动力可靠度的影响。 |
| 8. | Muir wood r . , 1984 . problems of estimating earthquake recurrence from geological investigation in thrust fault terrains . proc . int . comp . on seismic microzonation , ech - cheliff algerea . 1 , 147 - 159
国家地震局地质研究所, 1994 .广东第三核电厂沙环厂址设计基准地面运动确定 |
| 9. | ( 5 ) a reliability analysis method for reinforced concrete frames under " server earthquake " is presented . the limit - state function is established by global damage indices
（ 5 ）基于现行建筑抗震设计规范，提出一种钢筋混凝土框架结构在设计基准期内的抗震可靠度分析方法。 |
| 10. | The occurring frequency of wind loads is assumed to obey the poisson distribution , then the method to calculate the dynamic reliability of structures resisting wind loads in reference period is obtained
同时在强风年出现次数满足泊松分布的前提下，得到设计基准期可靠度分析公式。 |
