[PDF] Top 20 Simplified model for the non-linear behaviour representation of reinforced concrete columns under biaxial bending
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Simplified model for the non-linear behaviour representation of reinforced concrete columns under biaxial bending
... proposed simplified model can be a useful tool in the design and assessment of RC structures where the response is dependent on biaxial bending of the ... See full document
10
Comparison of different modelling strategies for the representation of non linear response of RC columns subjected to biaxial loading
... response under load reversals. Moreover, earthquake effects generally require the inclusion of two horizontal component loads that are recognized to be more damaging than one direction ...actions. ... See full document
15
Seismic behaviour characterization of reinforced concrete buildings
... The behaviour of axially loaded RC members under biaxial bending moment reversals is generally recognized as a very important ...On the one hand, the actual ... See full document
10
Experimental study on the biaxial bending cyclic behaviour of RC columns
... types of cantilever reinforced concrete columns with constant axial load were subjected to cyclic uniaxial and biaxial ...concerning the behaviour or RC columns ... See full document
8
Behaviour of reinforced concrete column under biaxial cyclic loading: state of the art
... bridge columns at 2/5 reduced scale, and one identical column was also tested under biaxial cyclic horizontal load with constant axial ...load. The results showed that the distinct ... See full document
12
A non-linear masonry infill macro-model to represent the global behaviour of buildings under cyclic loading
... considering the columns bending ...a simplified way the horizontal loads, corresponding to the wind, using the Cross’s method in the bending moments ... See full document
14
Optimization of reinforced concrete polygonal sections under biaxial bending with axial force.
... is of great interest for civil construction and it is difficult to evaluate by simplified methods, which has motivated researchers to produce analysis tools for this type of problem (Rath ...a ... See full document
20
Optimization of reinforced concrete polygonal sections under biaxial bending with axial force
... is of great interest for civil construction and it is difficult to evaluate by simplified methods, which has motivated researchers to produce analysis tools for this type of problem (Rath ...a ... See full document
20
Biaxial seismic behaviour of reinforced concrete columns
... tested under biaxial cyclic horizontal load with constant axial load. The results showed that the distinct characteristics of biaxial hysteretic loops are rounded at corners and ... See full document
265
Biaxial seismic behaviour of reinforced concrete columns
... rectangular columns, for different types of loading. Subsequently, the tested columns were simulated with different non-linear modelling ...a simplified hysteretic ... See full document
5
A Model to predict the non-linear shear and flexural behaviour of RC elements subjected to cyclic loading
... From the observation of collapsed and severely damaged structures during recent earthquakes, it is clear the complex behaviour of RC buildings, and particularly under seismic ... See full document
5
Failure behavior monitoring and evaluation of steel–confined reinforced concrete columns by acoustic emission under quasi-static loading
... 15, the increasing trend PI presented at Stage 1, in this phase, the unconfined columns constantly absorb energy, and the dissipated energy increased slowly, nearly no accumulation of ... See full document
18
Inelastic second-order analysis of steel columns under minor-axis bending.
... evaluating the interaction between the axial force and bending moment at the minor ...Validation of these strate- gies is made by analysis of the columns ... See full document
10
Influence of cross section geometry on the confinement of reinforced concrete columns with CFRP composites
... along the perimeter of R2 cross sections For some specimen, after the initial elastic phase, the outer ply of the fibers started to debond at the end zone of ... See full document
9
REPOSITORIO INSTITUCIONAL DA UFOP: Construction of the interaction curve of concrete–encased composite columns based on the deformation domains of reinforced concrete sections.
... obtaining the interaction curve for composite steel–concrete sections subject to combined compression and bending based on the deformation domains of reinforced concrete ... See full document
10
Failure behavior modeling of slender reinforced concrete columns subjected to eccentric load
... [r] ... See full document
22
Seismic behaviour and strengthening of existing reinforced concrete structures
... aware of the importance of infill masonry elements in the behaviour of RC buildings in the last few years the new codes have included some provisions regarding ... See full document
20
LOCAL BUCKLING OF RHS MEMBERS UNDER BIAXIAL BENDING AND AXIAL FORCE
... all the necessary calculations and parametric studies in a fast and reliable way, a numerical model based on the Generalised Beam Theory (GBT) was ...through the consideration of so- ... See full document
20
Characterisation of the cyclic behaviour of reinforced concrete elements with plain bars
... failure of the bond mechanism between concrete and reinforcing bars and the poor confinement of the joints are common causes of severe damage, and even collapse, in ... See full document
174
Modelling the behaviour of the bonding of fibre reinforced concrete at the plate end
... match the one obtained in bending reinforcement; in the latter, according to various authors, Malek et ...to the stresses tangential to the interface, normal stresses are also ... See full document
12
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