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Determination of Collapse Load of Single Span Circular Masonry Arch Bridges by the Methods of Limit Analysis
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نویسنده
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ORHAN Süleyman N. ,ÖZYAZICIOĞLU Mehmet H.
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منبع
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pamukkale university journal of engineering sciences - 2015 - دوره : 21 - شماره : 3 - صفحه:88 -93
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چکیده
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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.
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کلیدواژه
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Masonry arch bridges ,Collapse load ,Limit analysis
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آدرس
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Atatürk Üniversitesi, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümü, Türkiye, Atatürk Üniversitesi, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümü, Türkiye
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Authors
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