Assessment of corrosion damage of steel bridges via a parallel processing wave approach

被引：1

作者：

Tesar, A ^{[1
]}

Kuglerová, J ^{[1
]}

机构：

[1] Slovak Acad Sci, Inst Struct & Architecture, Bratislava 84220, Slovakia

来源：

COMPUTERS & STRUCTURES | 2000年 / 78卷 / 05期

关键词：

D O I：

10.1016/S0045-7949(00)00052-3

中图分类号：

TP39 [计算机的应用];

学科分类号：

081203 ; 0835 ;

摘要：

The utilization of recently developed numerical techniques for assessment of the state of corrosion and consequences for the safety of old steel bridges subjected to dynamic forcing is submitted in this paper. A parallel processing wave approach together with up to date numerical approaches for the calculation of corrosion damaged old steel bridge dynamics are treated. The results of numerical and experimental assessments of the corrosion damaged steel bridge in Rendsburg, Germany, are submitted, evaluated and discussed below. (C) 2000 Elsevier Science Ltd. All rights reserved.

引用

页码：671 / 680

页数：10

共 10 条

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