Results 101 to 110 of about 12,560 (233)
BuildingsThe connection between a prefabricated reinforced concrete column and a pocket foundation is a case treated from a general perspective in the European Standard named EN 1992-1-1 (EC2), and when the structural engineer deals with the dimensioning or ...
Horia Constantinescu, Traian-Nicu Toader
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Non-linear shear model for R/C piers [PDF]
, 2010 The work presented has been developed within the Prenormative Research in support of EuroCode 8 (PREC8) programme of the European Commission. The EuroCode 8 (EC8) are the provisional European standards for the design of civil engineering structures in ...
GUEDES Joao-Miranda +2 more
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Revista IBRACON de Estruturas e MateriaisReinforced concrete beam elements are submitted to applicable loads along their life cycle that cause shear and torsion. These elements may be subject to only shear, pure torsion or both, torsion and shear combined.
R. Barros, J.S. Giongo
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A Comprehensive Review and Analysis of Shear Strengthening of RC Beams with External Prestressing Bars [PDF]
预应力技术Shear failure in reinforced concrete (RC) structures, characterized by their sudden and brittle nature, often results from inadequate shear reinforcement or degradation due to aging or increased loading demands.
Seyedmilad Komarizadehasl +4 more
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Validation of a simplified model for the design of masonry infilled frames [PDF]
, 2006 The design of masonry infills is an issue that has attracted the attention of several researchers in the past, both from the experimental and analytical points of view.
Alvarenga, Rita de Cássia S. S. +2 more
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Experimental Verification of Strut and Tie Model Design Method [PDF]
ACI Structural Journal, 2007 Although strut-and-tie models (STM) appear to provide safe, lower-bound designs for irregular concrete members, there have not been many experimental validations of them. This paper presents the result from two series of testing of STM specimens. In the first series, 6 specimens having different reinforcing designs but the same overall geometry and ...
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Strut Method for the Analysis of Confined Masonry Structure with Opening
Electronic Journal of Structural EngineeringConfined masonry construction (CM) is an efficient earthquake-resistant structural system that consist of masonry walls as the main structure and RC tie column and beam as confining elements.
Ida Ayu Made Budiwati +2 more
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Prediction of the behavior of reinforced concrete deep beams with web openings using the finite ele
Alexandria Engineering Journal, 2014 The exact analysis of reinforced concrete deep beams is a complex problem and the presence of web openings aggravates the situation. However, no code provision exists for the analysis of deep beams with web opening.
Ashraf Ragab Mohamed +2 more
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A deflection, buckling and stress investigation into telescopic cantilever beams [PDF]
, 2012 This thesis was submitted for the degree of Doctor of Philosophy and awarded by Brunel University.The telescoping cantilever beam structure is applied in many different engineering sectors to achieve weight/space optimisation for structural integrity ...
Abraham, Jeevan George
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Application of micro truss and strut and tie model for analysis and design of reinforced concrete structural elements [PDF]
Songklanakarin Journal of Science and Technology (SJST), 2010 Generally structural members can be broadly divided into two regions, namely B or Bernoulli regions where the strain distributions are linear, and D or disturbed regions where the strain distributions are nonlinear.
Praveen Nagarajan +2 more
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