Results 11 to 20 of about 173,038 (233)
The composite steel and concrete structures are used for constructing bridge floors and others buildings. The joint action of composite structures as well as their economic efficiency depends on the connection between the layers, i.e.
Gediminas Marčiukaitis +4 more
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Carbon short-fiber-reinforced concrete (CSFRC) is a novel material obtained by adding and mixing carbon fibers into fresh concrete. In this way, the concrete behavior is changed, and concrete no longer undergoes brittle failure under tension ...
Ante Džolan +3 more
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Flexural capacity and stiffness of monolithic biaxial hollow slabs
The article presents a research on flexural behaviour of hollow monolithic reinforced concrete slabs. It focuses on the results of experimental investigation into full-size hollow reinforced concrete slabs and analyses their flexural capacity and ...
Juozas Valivonis +4 more
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Influence of plastic tension chord deformation on the shear capacity of prestressed beam elements
The shear strength of prestressed beam elements is of great interest with regard to the evaluation of existing concrete bridges. Accompanying extensive experimental test series, the adaptation and modification of existing models for the evaluation of the
Sebastian Thoma, Oliver Fischer
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unreinforced masonry buildings [PDF]
A recent earthquake of M=4.9 occurred on 29 October 2007 in C, ameli, Denizli, which is located in a seismically active region at southwest Anatolia, Turkey. It has caused extensive damages at unreinforced masonry buildings like many other cases observed
Akyol, E +9 more
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The usage of steel fibre reinforced concrete in monolithic joins is well known as a good alternative of additional reinforcement because of chaotic distribution of steel fibres in complex stress ant strain state. Unfortunately, the analysis of well known
Gediminas Marčiukaitis +3 more
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Multiscale computational first order homogenization of thick shells for the analysis of out-of-plane loaded masonry walls [PDF]
This work presents a multiscale method based on computational homogenization for the analysis of general heterogeneous thick shell structures, with special focus on periodic brick-masonry walls.
Camata, Guido +5 more
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Nonlinear Model of an Additional Concrete Head and its Comparison with Long-Term Measurements
An additional concrete head or drop panels are not common solutions for strengthening flat slabs and have not yet been an adequately studied solution in the field of laboratory research.
Nováček Jan, Zich Miloš, Hasa Michal
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The paper is related to a research project focused on tools for an evaluation and preservation of the historical value and function of arch and vaulted road bridges.
Roman Šafář +3 more
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The load bearing capacity of railway masonry arch bridges [PDF]
This paper deals with the way of calculating the load-bearing capacity of masonry arch railway bridges. It reviews the basic aspects of structural behaviour of these bridges, such as material non-linearity of masonry and interaction with the soil ...
Drahorád, Michal, Vokál, Marek
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