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Extreme value distribution and reliability of nonlinear stochastic structures 被引量:7
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作者 陈建兵 李杰 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2005年第2期275-286,共12页
A new approach to evaluate the extreme value distribution (EVD) of the response and reliability of general multi-DOF nonlinear stochastic structures is proposed. The approach is based on the recently developed proba... A new approach to evaluate the extreme value distribution (EVD) of the response and reliability of general multi-DOF nonlinear stochastic structures is proposed. The approach is based on the recently developed probability density evolution method, which enables the instantaneous probability density functions of the stochastic responses to be captured. In the proposed method, a virtual stochastic process is first constructed to satisfy the condition that the extreme value of the response equals the value of the constructed process at a certain instant of time. The probability density evolution method is then applied to evaluate the instantaneous probability density function of the response, yielding the EVD. The reliability is therefore available through a simple integration over the safe domain. A numerical algorithm is developed using the Number Theoretical Method to select the discretized representative points. Further, a hyper-ball is imposed to sieve the points from the preceding point set in the hypercube. In the numerical examples, the EVD of random variables is evaluated and compared with the analytical solution. A frame structure is analyzed to capture the EVD of the response and the dynamic reliability. The investigations indicate that the proposed approach provides reasonable accuracy and efficiency. 展开更多
关键词 extreme value distribution RELIABILITY NONLINEAR probability density evolution method number theoreticalmethod
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基于位移法的桩板结构理论分析方法研究 被引量:1
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作者 肖宏 龚小平 《路基工程》 2013年第5期15-18,共4页
尽管我国在多条高速铁路线上采用了桩板结构,但目前还主要是采用经验设计和试验验证的方法。基于一定的假设条件下,在充分考虑桩土、板土相互作用的基础上,采用位移法推导了桩板结构的理论分析方法,并将推导的方法与有限元进行了对比分... 尽管我国在多条高速铁路线上采用了桩板结构,但目前还主要是采用经验设计和试验验证的方法。基于一定的假设条件下,在充分考虑桩土、板土相互作用的基础上,采用位移法推导了桩板结构的理论分析方法,并将推导的方法与有限元进行了对比分析。结果表明,推导的理论方法与有限元计算结果非常接近,能满足工程设计的需要。 展开更多
关键词 桩板结构 位移法 板土作用 桩土作用 理论方法
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