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| 1 | Seismic fragility curves for structures using non-parametric representations显示文摘脆弱曲线通常在土木工程被使用估计结构的危险到地震。与一个规定标准联系的失败的概率(例如,超过某个阀值的一座大楼的最大的内部楼层的飘移) 作为地震地面运动的紧张的功能被代表(例如,山峰地面加速或光谱加速) 。古典途径依靠假定脆弱曲线的 lognormal 形状;它因此是参量的。在这份报纸,我们介绍二条非参量的途径证实没有采用上述假设,脆弱弯,也就是 binned 蒙特卡罗模拟和核密度评价。作为一幅插图,我们用很多合成地面运动为一个三楼层的钢框架计算脆弱曲线。与非参量的途径获得的曲线基于 lognormal 假设与各自的曲线相比。当一小部分记录地面打手势时,类似的比较为诉讼被介绍是可得到的。lognormal 曲线的精确性重要地取决于扎根的运动紧张措施,失败标准和大多数,这被发现,在为估计 lognormal 形状的参数的采用的方法上。 | Chu MAI Katerina KONAKLI Bruno SUDRET | 2017 | Frontiers of Structural and Civil Engineering2017，11，2： | 3 |
| 2 | Time-variant finite ele- ment reliability analysis-application to the durability of cooling towers显示文摘 | SUDRET B DEFAUX G PENDOLA M | 2005 | Structural Safety2005，，27： | 1 |
| 3 | Analytical derivation of the outcrossing rate in time-variant reliability problems显示文摘 | Sudret B | 2008 | Structure and Infra- structure Engineering2008，4，5： | 1 |
| 4 | The PHI2method: a way to compute time-variant reliability显示文摘 | Andrieu-Renaud C Sudret B Lemaire M | 2004 | Re- liability Engineering System Safety2004，84，1： | 1 |
| 5 | Stochastic Evaluation of the Damage Length in RC Beams Submitted to Corrosion of Reinforcing Steel 显示文摘 | SUDRET B DEFAUX G PENDOLA M | 2007 | Civil Engineering and Environmental Systems2007，24，2： | 1 |
| 6 | Comparison of finite element reliability methods显示文摘 | Sudret B Der Kiureghian A | 2002 | Probabilistic Engineering Mechanics2002，17，4： | 1 |
| 7 | Stochastic evaluation of the damage length in RC beams submitted to corrosion of reinforcing steel 显示文摘 | Sudret B Defaux G Pendola M | 2007 | Civil Engineering and Environmental Systems2007，24，2： | 1 |
| 8 | Comparision of finite element reliability methods显示文摘 | Sudret B Kiureghian A D | 2002 | Probabilistic Engineering Mechanics2002，17，4： | 1 |
| 9 | Stochastic evaluation of the damage length in RC beams submitted to corrosion of reinforcing steel显示文摘 | B. Sudret G. Defaux M. Pendola | 2007 | Civil Engineering and Environmental Systems2007，，2： | 1 |
| 10 | Comparison of finite element reliability methods显示文摘 | Bruno Sudret Armen Der kiureghian | 2002 | Probabilistie Engineering Mechanics2002，17，： | 1 |
| 11 | Comparison of finite element reliability methods显示文摘 | SUDRET B der KIUREGHIAN A | 2002 | Probabilistic Eng Meeh2002，17，4： | 1 |
| 12 | The PHI2 method: a way to compute time variant reliability显示文摘 | ANDRIEU-RENAUD C SUDRET B LEMAIRE M | 2004 | Reliability Engineering and System Safety2004，84，1： | 1 |
| 13 | Comparison of finite element reliability methods显示文摘 | SUDRET B KIUREGHIAN A DER | 2002 | Probabilistic Engineering Mechanics2002，17，4： | 1 |
| 14 | Analytical derivation of the outcrossing rate in time - variant reliability problems 显示文摘 | Sudret B | 2008 | Structures and Infrastructure Engineering2008，4，5： | 1 |
| 15 | The PHI2 method: a way to compute time-variant reliability显示文摘 | C. Andrieu-Renaud B. Sudret M. Lemaire | 2003 | Reliability Engineering and System Safety2003，，1： | 1 |
| 16 | Stochastic finite elements:A non-intrusive approach by regression显示文摘 | BERVEILLER M SUDRET B LEMAIRE M | 2006 | European Journal of Computational Mechanics2006，15，13： | 1 |
| 17 | StochasticEvaluation of the Damage Length in RC Beams Submittedto Corrosion of Reinforcing Steel 显示文摘 | SUDRET B DEFAUX G PENDOLA M | 2007 | Civil Engineeringand Environmental Systems2007，24，2： | 1 |
| 18 | Comparison of finite element reliability methods显示文摘 | SUDRET B DERKIUREGHIAN A | 2002 | Probabilistic Engineering Mechanics2002，17，4： | 1 |
| 19 | Stochastic evaluation of the damage length in RC beams submitted to corrosion of reinforcing steel 显示文摘 | Sudret B Defaux G Pendola M | 2007 | Civil Engineering and Environmental Systems2007，24，2： | 1 |
| 20 | Global sensitivity analysis using polynomial chaos expansion显示文摘 | SUDRET B | 2008 | Reliability Engineering and System Safety2008，93，7： | 1 |
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