Results 21 to 30 of about 88,019 (249)
The Baltic Journal of Road and Bridge Engineering, 2011 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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Nonlinear Model of an Additional Concrete Head and its Comparison with Long-Term Measurements
Slovak Journal of Civil Engineering, 2018 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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MATEC Web of Conferences, 2018 The causes of the occurrence and influence of inherent stresses, unevenly distributed across the cross section, on the strength of materials are analyzed.
Semko Oleksandr +4 more
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Acta Polytechnica CTU Proceedings, 2022 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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Analysis of stray current induced by cathodic protection on steel-framed masonry structures [PDF]
, 2011 Cathodic protection (CP) has been successfully employed to protect steel-framed masonry buildings from corrosion related damage. When a CP system is installed to protect the structural members, other metallic items which are within the fabric of the ...
Lambert, P +3 more
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Journal of Civil Engineering and Management, 2011 The article proposes a model for strength and stain analysis of steel fiber reinforced concrete (SFRC). The model is based on general principles for creating and modelling structural composites and on reinforced concrete code.
Gediminas Marciukaitis +3 more
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A nonlinear macroelement formulation for the seismic analysis of masonry buildings [PDF]
, 2017 A macroelement is presented for the nonlinear dynamic analysis of masonry structures under seismic actions. The macroelement, developed in the framework of the equivalent frame model, has a force-based formulation and accounts for flexural and shear ...
Addessi, D. +2 more
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Probability based design of punching shear resistance of column to slab connections
Journal of Civil Engineering and Management, 2015 The paper analyzes the dependence of punching shear strength reliability index β, calculated according to EN 1992-1-1:2004 (2004) and STR 2.05.05:2005 (2005) in reinforced concrete floor slab-to-column joint on the values of random factors.
Povilas Vainiūnas +2 more
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Homogenization of cohesive fracture in masonry structures [PDF]
, 2019 We derive a homogenized mechanical model of a masonry-type structure constituted by a periodic assemblage of blocks with interposed mortar joints. The energy functionals in the model under investigation consist in (i) a linear elastic contribution within
Braides, Andrea, Nodargi, Nicola A.
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The load bearing capacity of railway masonry arch bridges [PDF]
, 2018 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 ...
Vokál, Marek, Drahorád, Michal
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