DETERMINATION OF COLLAPSE LOAD OF SINGLE SPAN CIRCULAR MASONRY ARCH BRIDGES BY THE METHODS OF LIMIT ANALYSIS

被引：0

作者：

Orhan, Suleyman N. ^{[1
]}

Ozyazicioglu, Mehmet H. ^{[1
]}

机构：

[1] Ataturk Univ, Insaat Muhendisligi Bolumu, Muhendislik Fak, Erzurum, Turkey

来源：

PAMUKKALE UNIVERSITY JOURNAL OF ENGINEERING SCIENCES-PAMUKKALE UNIVERSITESI MUHENDISLIK BILIMLERI DERGISI | 2015年 / 21卷 / 03期

关键词：

Masonry arch bridges; Collapse load; Limit analysis;

D O I：

10.5505/pajes.2014.28863

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

In this study, an algorithm to assess the collapse load of single span circular masonry arch bridges according to the lower-bound theorem of limit analysis is developed. The algorithm uses techniques of linear programming and converges to the true collapse load from below; ie. predicts the safe collapse load. The algorithm is implemented in Matlab environment. The results compare well with those available in the literature.

引用

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页码：88 / 93

页数：6

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