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Probability Density Evolution Method-Based Random Seismic Response and Reliability Analysis for Long-Span Bridge Structures

Author: LeiYaoLong
Tutor: LiuZhangJun
School: Three Gorges University
Course: Structural Engineering
Keywords: bridge structures probability density evolution method non-stationary earthquake ground motion stochastic processes orthogonal expansion Stochastic Seismic Response dynamic reliability
CLC: U442.55
Type: Master's thesis
Year: 2011
Downloads: 0
Quote: 0
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Abstract


Long span cable-stayed bridge is one of the most important modern bridge types. The cable-stayed bridges are structural systems effectively composed of cables, main girders and towers. This bridge type application from around the world in the 1970s and 1990s began rapid development. The main span of cable-stayed bridges is developing from several hundred metres to nearly 1000 metres, and in the 21th century it is even beyond 1000 metres, such as France Normandy Bridge (856 metres), Hong Kong Stonecutters Br...

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CLC: > Transportation > Road transport > Bridges and Culverts > Investigation, design and calculation > Bridge Design > Damage Analysis and Seismic Design
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