[PDF] Top 20 Experimental and numerical assessment of reinforced concrete joints subjected to shear loading
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Experimental and numerical assessment of reinforced concrete joints subjected to shear loading
... Due to the lack of available experimental data concerning this type of concrete joints, a new experimental campaign is designed and implemented in this present work ... See full document
208
Seismic risk assessment of reinforced concrete frames with masonry infill
... Procedures to calibrate and define the parameters of strut models were presented throughout this ...contribution of the infill panel from the global structural behaviour of the ...fully ... See full document
277
FINITE ELEMENT ANALYSIS OF SLURRY INFILTRATED FIBROUS CONCRETE TWO WAY SLABS SUBJECTED TO FLEXURAL LOADING
... due to its high strength and ductility characteristics it has potential applications such as rehabilitation of bridge decks, pavement rehabilitation, explosive resistant containers for storing ... See full document
11
Cyclic behavior of substandard reinforced concrete beam-column joints with plain bars
... behavior of substandard interior beam-column joints built with plain reinforcing bars is described in this ...bars and one with deformed bars were tested under reversed cyclic ...influence of ... See full document
12
Experimental and analytical study of concrete structures reinforced with GFRP bars
... REF250 and REFB250 curves were also plotted over the other curves to immediately compare the ...deflection of the 100 mm LVDT mounted at ...load of the cracking moment, all the specimens ... See full document
262
Behaviour of reinforced concrete column under biaxial cyclic loading: state of the art
... contribution of non-structural elements to the structural response is typically not considered in the de- sign of new buildings and in the assessment of existing ones Rodrigues ... See full document
12
Aspects of Finite Element Modeling of Punching Shear Behavior of Reinforced Concrete Flat Slabs
... development of computational facilities, nonlinear finite element analysis (NLFEA) have become an interesting alternative for the assessment of concrete ...as concrete cracking ... See full document
22
Behaviour of reinforced-concrete flat slabs with stirrups under reversed horizontal cyclic loading
... values of the materials and neglecting the safety ...pair of shear force and unbalanced moment, it is possible to achieve failure for more than one combination of forces ... See full document
40
Numerical Study On Multi Layered Target Material Subjected To Impact Loading
... necessity of human protection against the increasing threat levels of impact has led to the development of vehicle, aircraft and body ...designed to enhance mobility with high ... See full document
18
Low cycle fatigue tests of reinforced concrete columns and joints built with ribbed reinforcement and plain stirrups
... used to investigate the mechanical behaviour of RC elements under low-cycle fatigue ...considered, and the point of contra-flexure can vary along the shear span of the ... See full document
10
The effect of the number of response cycles on the behaviour of reinforced concrete elements subject to cyclic loading
... development of damage in reinforced concrete (RC) structures is a cumulative ...used to quantify damage make use of the number of response cycles as an Engineering Demand ... See full document
10
Epistemic uncertainty of the structural response of reinforced concrete members under cyclic loading due to different material modelling choices
... between experimental and numerical results with respect to the initial stiffness and hysteresis loops for low levels of deformation, indicating differences in the dissipated ... See full document
10
Seismic Performance Assessment and Strengthening Techniques for Existing Reinforced Concrete Buildings in Nepal
... dispersions of rebound hammer test results were recorded; thus it can be concluded that Schmidt hammer test results provide only an approximate estimate of the compressive strength of existing ... See full document
423
Evaluation of damage in reinforced concrete columns under biaxial loading
... number of questions are still open concerning the biaxial behavior of RC columns, especially regarding the description and evaluation of the damage based on damage ...inherent to the ... See full document
14
A Model to predict the non-linear shear and flexural behaviour of RC elements subjected to cyclic loading
... response of RC structural elements, including nonlinear flexural and shear behaviour, is proposed and ...presence of RC elements with dominant behaviour in shear is quite common ... See full document
5
Numerical and experimental characterization of Steel - Wood doweled joints under Quasi-Static loading
... resistance and durability of timber structures is largely dependent of the design of joints, which are clearly the weakest points in structures of this ...loss of perfect ... See full document
8
Monotonic and Fatigue Behaviour of Double Shear Bolted Joints: Experimental and Numerical Studies
... development of ecommerce industries such as Alibaba and Amazon the need and use for automated storage and retrieval systems have ...Most of these structures tend to be loaded 24 ... See full document
96
Seismic Vulnerability Assessment of Existing Reinforced Concrete Buildings in Urban Centers
... analysis of the seismic performance of reinforced concrete structures, the assessment of large building inventories aimed at defining and prioritizing structural ... See full document
19
The strut-and-tie models in reinforced concrete structures analysed by a numerical technique
... tends to zero. Thus, each term is understood to represent a vector element of the discretized ...removal of an element can affect the convergence of the optimization procedure, because ... See full document
9
Tracing nonlinear equilibrium paths of structures subjected to thermal loading
... case of Constrained Newton-Raph- son Methods is more complex since the linearization of the residual vector leads to the necessity to compute the deriv- ative of the internal forces ... See full document
16
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