Experimental research into the response of masonry segmental barrel vaults to static and dynamic loading
Abstract eng: The paper presents the results of the experimental and theoretical analysis of segmented barrel vaults unreinforced and reinforced on their surface with composite strips, exposed to alternating monotonously rising loading and dynamic loading in the horizontal and vertical direction. The results of the research manifested an increase in the ultimate loading capacity and deformation characteristics of a vault reinforced with surface applied composites. At the same time, results of the effects of masonry vault reinforcement with composites on its dynamic characteristics (natural frequencies) were obtained.
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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