Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Probability Density Evolution Method for Stochastic Earthquake Response and Reliability Analysis of Large-Scale Aqueduct Structures
The probability density evolution method (PDEM) has been used to research the stochastic earthquake response and reliability analysis of large-scale aqueducts structures, with the changeable water level in tub and under the condition of the interaction between water and boundary of the tub. The results show that, the probability distribution of stochastic seismic responses about aqueduct structure is rules distribution, the response and failure probability of large-scale aqueduct structures under the stochastic earthquake are increased as the rising of water level, however, with the water level unchangeably, the seismic response is distinctness smaller while the seismic reliability much higher after considering the water sloshing effect on the aqueduct structures. Within the calculation of seismic resistance about the large aqueduct structures, the impact should be considered including the changeable water level and water sloshing.
Probability Density Evolution Method for Stochastic Earthquake Response and Reliability Analysis of Large-Scale Aqueduct Structures
The probability density evolution method (PDEM) has been used to research the stochastic earthquake response and reliability analysis of large-scale aqueducts structures, with the changeable water level in tub and under the condition of the interaction between water and boundary of the tub. The results show that, the probability distribution of stochastic seismic responses about aqueduct structure is rules distribution, the response and failure probability of large-scale aqueduct structures under the stochastic earthquake are increased as the rising of water level, however, with the water level unchangeably, the seismic response is distinctness smaller while the seismic reliability much higher after considering the water sloshing effect on the aqueduct structures. Within the calculation of seismic resistance about the large aqueduct structures, the impact should be considered including the changeable water level and water sloshing.
Probability Density Evolution Method for Stochastic Earthquake Response and Reliability Analysis of Large-Scale Aqueduct Structures
Liu, Zhang-Jun (Autor:in) / Fang, Xing (Autor:in) / Wan, Yong (Autor:in) / Xing, Yan Fu (Autor:in)
2012
4 Seiten
Aufsatz (Konferenz)
Englisch
| British Library Conference Proceedings | 2012
Longitudinal nonlinear pounding study of large-scale aqueduct under earthquake
| British Library Online Contents | 2010
RELIABILITY ANALYSIS OF LARGE TRUSS ARCH AQUEDUCT BASED ON RESPONSE SURFACE METHOD
| British Library Conference Proceedings | 2008
Lateral seismic response analysis of large-scale double cell aqueduct
| British Library Online Contents | 2004
Dynamic Response Analysis of Large Aqueduct Structure
| British Library Conference Proceedings | 2011