Monte Carlo simulation for seismic analysis of a long span suspension bridge

L. Sgambi*, E. Garavaglia, Noemi Basso, F. Bontempi

*この研究の対応する著者

研究成果: Article査読

22 被引用数 (Scopus)

抄録

The seismic analysis of long-span cable suspended bridges is undoubtedly a problem in structural analysis that involves a high number of uncertain parameters. In this work, through a probabilistic approach (Monte Carlo simulation) seismic analysis is carried out able to take into account the variability of certain factors relating to the seismic input. Displacement time histories, necessary to define seismic scenarios, are built artificially based on the response spectrum of the site. The analysis is carried out using a 3D numerical model built using one-dimensional finite elements using ADINA software code. This model has been developed in conjunction with a purpose-built program in FORTRAN language to conduct the Monte Carlo simulations. The results expressed in terms of displacements and stresses are described by their average value and their variance.

本文言語English
ページ(範囲)100-111
ページ数12
ジャーナルEngineering Structures
78
DOI
出版ステータスPublished - 2014 11月 1
外部発表はい

ASJC Scopus subject areas

  • 土木構造工学

フィンガープリント

「Monte Carlo simulation for seismic analysis of a long span suspension bridge」の研究トピックを掘り下げます。これらがまとまってユニークなフィンガープリントを構成します。

引用スタイル