Bending moment curvature relationship as an indicator of seismic resistance of older bridge piers [PDF]
Journal of the Croatian Association of Civil Engineers, 2019 In seismic areas, it is recommended to design bridges characterized by ductile behaviour. A large number of existing bridges designed according to outdated standards, without guidelines for ductile behaviour detailing, can be found in seismically active areas. The level of ductility exhibited by these bridges is unknown.
Mladen Srbić +2 more
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Resistant bending moment to lateral-torsional buckling of continuous steel and concrete composite beams with transverse stiffeners [PDF]
Revista IBRACON de Estruturas e Materiais, 2021 Abstract In this paper, a numerical analysis using the finite element method, employing the commercial code Ansys, is performed to evaluate the influence of transverse stiffeners welded to the web of the steel profile on the lateral stiffness and resistant bending moment of continuous steel and concrete composite beams subjected to lateral-torsional ...
Janaina Pena Soares de Oliveira +3 more
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Reinforced Concrete Semi Circular Deep Beams - Finite Element Investigation
Diyala Journal of Engineering Sciences, 2021 This paper represents a parametric study utilizing finite element analysis for twenty-five reinforced concrete semi-circular deep beams. The parameters that were taken into consideration in the current work are radius, height, width, concrete ...
Abdullah A. Talal +3 more
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Experimental and Numerical Investigation on Progressive Collapse Resistance of Post-tensioned Precast Concrete Beam-Column Sub-assemblages [PDF]
, 2020 In this paper, four 1/2 scaled precast concrete (PC) beam-column sub-assemblages with high performance connection were tested under push-down loading procedure to study the load resisting mechanism of PC frames subjected to different column removal ...
Feng, D-C. +4 more
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Behavior Characteristics of Single Batter Pile under Vertical Load
Applied Sciences, 2021 The purpose of this study is to grasp the behavior characteristics of a single batter pile under vertical load by performing a model test. The changes in the resistance of the pile, the bending moment, etc.
Jiseong Kim +3 more
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Fire responses and resistance of concrete-filled steel tubular frame structures [PDF]
, 2010 This paper presents the results of dynamic responses and fire resistance of concretefilled steel tubular (CFST) frame structures in fire conditions by using non-linear finite element method.
Buchanan A. H. +8 more
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Long-term analysis of bending moment resistance on pre-cast concrete beams
Periodica Polytechnica Civil Engineering, 2009 Durability design of structures is an important part of the design process. A possible method for the durability design is the probabilistic approach considering changes of structural resistance and the load effect during a certain time period. In order to determine stochastic parameters of structural resistance as a function of time, deterioration of ...
Kálmán Koris, István Bódi
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Comparative study of Steel-FRP, FRP and steel reinforced coral concrete beams in their flexural performance [PDF]
, 2020 In this paper, a comparative study of Carbon Fiber Reinforced Polymer (CFRP) Bar and Steel-Carbon Fiber Composite Bar (SCFCB) reinforced coral concrete beams are made through a series experimental tests and theoretical analysis.
Fu, F., Huang, C., Wang, L., Zhang, J.
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The Bending Moment Resistance of Corner Joints Reinforced with Glass Fiber Polymer
Kastamonu Üniversitesi Orman Fakültesi Dergisi, 2018 Aim of study: This study aimed to determine the effects of glass fiber reinforced polymer (GFRP) and adhesives type on the diagonal compression and tensile strength in L-type corner joints connected by a wood biscuit. Material and Methods: Medium density fiberboard coated with melamine plate (MDFlam), wood biscuit ...
Yıldırım, Mehmet Nuri +2 more
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I‐beam‐to‐SHS‐column moment resisting joints using passing‐through plates under equal bendings
ce/papers, 2023 AbstractConventional I‐beam‐to‐SHS‐column moment resisting connections are generally stiffened with external diaphragms in order to limit excessive deformation of the tube‐wall. Passing through plates welded to the tube is an alternative solution that can develop significant strength and stiffness.
Mouad MADHOUNI +3 more
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