Search Results - ((node OR model) OR code) displacement
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1
Development Of Finite Element Codes For Shear Wall Analysis
Published 2008“… • Steel; the steel reinforcement is assumed to be in a uni-axial stress state and is modelled as a bilinear material with strain hardening • Soil; to account for the nonlinear behaviour of the soil media, the nonlinear elastic model has been used Based on the above physical and material modelling two finite element codes have been developed during the course of this study: (i) Two dimensional finite element analysis of shear wall (2DASW) The modified optimal triangle element, super element, interface element and the nonlinear elastic model with different numerical techniques are included in its elements technology library in this FE code. …”
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Thesis -
2
Linear static stress analysis of an automobile fuel tank
Published 2009“…The comparison of mesh configuration between tetrahedral with 4 nodes and tetrahedral with 10 nodes were made in many aspect of the results obtain including number of total nodes, displacements and stresses. …”
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Undergraduates Project Papers -
3
Application of seismic resisting systems for building construction in Malaysia
Published 2023“…The strength of resistance toward seismic load between the three models can be evaluated through the displacement occurs in the nodes in every model. …”
Article -
4
Effect of strength and stiffness distributions on the displacement demands of asymmetric reinforced concrete buildings / Suhailah Mohamed Noor
Published 2016“…The torsional behavior of all building models were presented in terms of the normalized displacements at the stiff and flexible sides by the ratio of the maximum lateral displacement at the stiff and flexible sides to the maximum lateral displacement at the center of the building models……”
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Book Section -
5
Effect of strength and stiffness distributions on the displacement demands of asymmetric reinforced concrete buildings / Suhailah Mohamed Noor
Published 2016“…The torsional behavior of all building models were presented in terms of the normalized displacements at the stiff and flexible sides by the ratio of the maximum lateral displacement at the stiff and flexible sides to the maximum lateral displacement at the center of the building models. …”
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6
Seismic assessment of the multi storey structural building model in accordance with euro code 8 and new Malaysian annex guidelines
Published 2019“…Malaysia) under extreme PGAs’ up to 0.82g. Displacement parameters showed that real-time successive ground motions had not severely affected the RC model, as the maximum PGA in sequential motion was 0.34g. …”
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Final Year Project / Dissertation / Thesis -
7
Development of a special interface element between brick and plate bending elements
Published 2011“…Interface element has 16 nodes with 5 degrees of freedom in each node adjacent to plate bending element and 3 D.O.F in each node adjacent to brick elements. …”
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Article -
8
Non-linear analysis of an integral bridge
Published 2010“…The superstructure members have been represented by means of three‐node isoparametric beam elements with three degrees of freedom per node. …”
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9
Analysis of an automobile suspension arm using the robust design method
Published 2011“…CCD used to predict and assess linear response Von Mises and Displacement on Lower arm systems models. On the other hand, RBFNN used to investigate linear response of lower arm. …”
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Thesis -
10
Finite Element Analysis of a Portal Frame Subjected to Concentrated Impulse Loading
Published 2009“…The output solutions such as stress, strain and displacement effects will be studied and discussed. This finite element impact modeling is being model by generating the SHELL elements as a portal frame and the SOLID element as a projectile. …”
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Thesis -
11
Seismic Response on Thin Shell as Structural Foundation
Published 2024“…The time history analysis further demonstrates, with 5% damping, that the displacement response of the structure at the critical node number 4920 increases with increasing seismic intensity, reaching a maximum displacement of 49.87mm at 3.615 seconds. …”
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12
A new 3D interface element for three dimensional finite element analysis of FRP strengthened RC beams
Published 2011“…Interface element has 16 nodes with 5 degrees of freedom (DOF) in each node adjacent to plate bending element and 3 DOF in each node adjacent to brick element. …”
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Article -
13
Conical spring and localised region methodologies for modelling of soft tissue deformation
Published 2017“…The computational performance of the model relies on the number of nodes involved in the propagation of the force. …”
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Thesis -
14
The evaluation of shear deformation for contact analysis with large displacement
Published 2018“…In previous studies, the modification of the element force equation to apply it to a node-element contact problem using the Euler-Bernoulli beam theory [1]. …”
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15
Finite element analysis of PSSDB wall panel with door opening on the effect of vertical butt joints in the dry board / Azrul Md Din
Published 2004“…For load of 300 kN the maximum displacement is 5.5417mm at node 867.…”
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Student Project -
16
Linear Static Response of Suspension Arm based on Artificial Neural Network Technique
Published 2011“…The linear static analysis was performed utilizing the finite element analysis code. The neural network model has 3 inputs representing the load, mesh size and material while 4 output representing the maximum displacement, maximum Principal stress, von Mises and Tresca. …”
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17
Crack simulation for the cover of the landfill – A seismic design
Published 2023“…Artificial Neural Networks (ANNs) based on Levenberg-Marquardt Algorithm and Abalone Rings Data Set mode were used to predict displacement in critical points of the model. The vibration mechanism of the landfill was changed in each model. …”
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18
Finite Element Programme Development for the Analysis of Precast Flooring and Roofing System
Published 2004“…The behaviour of the composite slab under load with respect to displacements, stresses and strains was studied. It was found that it was important to model frictional behaviour between the two different materials as in composite slabs.…”
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Thesis -
19
Assessment of proposed lateral resistance system used with framed structures
Published 2016“…Four steel and three RC frame specimens subjected to cyclic displacement history on their top nodes. These models included of the frame without and with attached VSB and NCSB devices and conventional X-braced frames. …”
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Thesis -
20
Analytical model for partially prestressed concrete beam-column elements
Published 2017“…In order to validate the developed analytical model, plasticity formulation and the developed FE computer program code, five conventional RC and PPC beams and frames were fabricated and tested experimentally for cyclic load using dynamic actuator. …”
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Thesis