Author/Authors
ORHAN, Süleyman N. Atatürk Üniversitesi - Mühendislik Fakültesi - İnşaat Mühendisliği Bölümü, Türkiye , ÖZYAZICIOĞLU, Mehmet H. Atatürk Üniversitesi - Mühendislik Fakültesi - İnşaat Mühendisliği Bölümü, Türkiye
Title Of Article
Determination of Collapse Load of Single Span Circular Masonry Arch Bridges by the Methods of Limit Analysis
شماره ركورد
40734
Abstract
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.
From Page
88
NaturalLanguageKeyword
Masonry arch bridges , Collapse load , Limit analysis
JournalTitle
Pamukkale University Journal Of Engineering Sciences
To Page
93
JournalTitle
Pamukkale University Journal Of Engineering Sciences
Link To Document