Results 21 to 30 of about 173,038 (233)
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
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
Structural behaviour of masonry arch with no-horizontal springing settlement [PDF]
, 2017 This paper presents a calculation procedure for assessing the structural integrity of a masonry arch with non-horizontal springing settlement. By applying the Principle of Virtual Work (PVW) to the deformed arch system, the procedure proposed herein ...
Pellegrino, Carlo +2 more
core +3 more sources
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
doaj +1 more source
Journal of Civil Engineering and Management, 2006 The layered structures are the most efficient building structure elements that distinguish as lightweight and serves for both structural and thermal insulation purposes.
Linas JukneviÄius +2 more
doaj +1 more source
Finite-discrete element modelling of masonry infill walls subjected to out-of-plane loads [PDF]
, 2016 In this paper, the out-of-plane response of infill walls is investigated by means of non-linear monotonic (push-over) analyses through a combined finite and discrete modelling approach.
AL SHAWA, Omar +4 more
core +2 more sources
MATEC Web of Conferences, 2016 The article presents a comparison of results of experimental and analytical calculations of the strength of the central and eccentrically compressed concrete elements working in the conditions of dynamic loads under fire exposure.
Tamrazyan Ashot, Avetisyan Levon
doaj +1 more source
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
core +1 more source
RC Beams strengthened with HPFRCC: Experimental and numerical results
Journal of Civil Engineering and Management, 2016 The study analyses the behaviour of reinforced concrete beams strengthened with high-performance fibre-reinforced cementitious composite (HPFRCC). Six beams were divided into two equal groups and strengthened.
Mykolas Daugevičius +3 more
doaj +1 more source
A multi-level interface model for damaged masonry [PDF]
, 2013 The aim of the present work is to propose a new micro-mechanical model in the context of the deductive approach used to derive interface models. This model, based on a previous study introduced previously by A. Rekik and F.
Lebon, Frédéric +3 more
core +3 more sources