Results 21 to 30 of about 243,337 (305)
RC FRAME RESISTANCE TO PROGRESSIVE COLLAPSE CONSIDERING CRACK OPENING EFFECTS [PDF]
Journal of Mechanics of Continua and Mathematical SciencesIn this paper, an approach is developed to account for the effect of discrete cracks on the response of reinforced concrete building frames under a column failure scenario.
Sergei Y. Savin +2 more
doaj +1 more source
Numerical and experimental studies of bent elements of basalt fiber reinforced concrete with prestressed glass composite reinforcement under static and short-term dynamic loads [PDF]
EPJ Web of Conferences, 2019 The article shows studies of bending basalt fiber reinforced concrete elements with pre-stressed glass composite reinforcement under static and short-term dynamic effects. Main results of numerical and experimental studies are presented.
Plevkov Vasilii, Kudyakov Konstantin
doaj +1 more source
Multiscale computational first order homogenization of thick shells for the analysis of out-of-plane loaded masonry walls [PDF]
, 2017 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
core +2 more sources
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
doaj +1 more source
Influence of plastic tension chord deformation on the shear capacity of prestressed beam elements
Acta Polytechnica CTU Proceedings, 2022 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
doaj +1 more source
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 ...
Drahorád, Michal, Vokál, Marek
core +1 more source
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
doaj +1 more source
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
doaj +1 more source
Earthquake engineering & structural dynamics (Print), 2020 The seismic performance of unreinforced masonry buildings is commonly assessed using equivalent frame modelling. Its computational efficiency allows for a large number of analyses to be conducted, which are often required to account for epistemic and ...
F. Vanin, A. Penna, K. Beyer
semanticscholar +1 more source
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
doaj +1 more source