Analysis of stresses in curved multi-layered structures
Abstract eng: The paper focuses on curved non linear structures with lose material, mainly addressing the problem of safety assessment of masonry bridges under static loads. This issue has a fundamental priority when developing strategies at a territorial level, because of the central importance of these constructions on the territory, especially in European countries. Starting from the observation of the complexity of the bridge infrastructure, where many structural and non-structural components interact with each other for composing the overall response to external action, an approach is outlined for accounting for the fill action in the total or partial absorption of variable loads.
Contributors:
Publisher:
Taylor and Francis Group, London, UK
Conference Title:
Conference Title:
Sixth International Conference on Structural Engineering, Mechanics and Computation
Conference Venue:
Cape Town, South Africa
Conference Dates:
2016-09-05 / 2016-09-07
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
Record appears in:
Record created 2016-09-20, last modified 2016-09-20
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