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  1. 1

    The evaluation of shear deformation for contact analysis with large displacement by Nizam, Z. M., Obiya, H., Ijima, K., Azhar, A. T. S., Hazreek, Z. A. M., Mohd Zin, Nur Shaylinda

    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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    Article
  2. 2

    Application of seismic resisting systems for building construction in Malaysia by Hamid N.B., Razak S.N.B.A., Sanik M.E., Mokhtar M., Sahat S., Kaamin M., Ramli M.Z.

    Published 2023
    “…Therefore, this study is conducted to compare the changes of node displacement that occur in each designed buildings caused by the seismic load applied and to determine the best design system that has the smallest amount of node displacement changes during the quake. …”
    Article
  3. 3

    Effect of strength and stiffness distributions on the displacement demands of asymmetric reinforced concrete buildings / Suhailah Mohamed Noor by Mohamed Noor, Suhailah

    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
  4. 4

    Effect of strength and stiffness distributions on the displacement demands of asymmetric reinforced concrete buildings / Suhailah Mohamed Noor by Mohamed Noor, Suhailah

    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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    Thesis
  5. 5

    Seismic Response on Thin Shell as Structural Foundation by Min, Yee Hooi, Azizah, Abdul Nassir, Kim, Jae Yeol

    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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    Article
  6. 6

    Non-linear analysis of an integral bridge by Noorzaei, Jamaloddin, Abdulrazeg, Aeid. A., Jaafar, Mohd Saleh, Kohnehpooshi, Omid

    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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    Article
  7. 7

    New twelve node serendipity quadrilateral plate bending element based on mindlin-reissner theory using integrated force method by Dhananjaya, H.R., Nagabhushanam, J., Pandey, P.C., Jumaat, Mohd Zamin

    Published 2010
    “…The results of the new element MQP12 are compared with those of displacement-based 12-node plate bending elements available in the literature. …”
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    Article
  8. 8

    Nonlinear finite element analysis of integral bridge including foundation soil interaction by Md. Noh, Mohammad Soffi

    Published 2006
    “…The soil mass is idealized by eight noded isoperimetric quadrilateral element at near field and five noded isoperimetric infinite element to simulate the far field behavior of the soil media. …”
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    Thesis
  9. 9

    Linear static stress analysis of an automobile fuel tank by Muhamad Hazrul Hakimin, Abu Shaari

    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
  10. 10

    Development of a special interface element between brick and plate bending elements by Kohnehpooshi, Omid, Noorzaei, Jamaloddin, Jaafar, Mohd Saleh, Muhammad Rashid, Raizal Saifulnaz

    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
  11. 11

    The Influence Of Damages On The Static Performance Of Single-Layer Cable Net Structure Supported Glass Panel by Azhar, Muhamad Syahmi

    Published 2018
    “…The near the position of node to the damage, the higher the nodal displacement. …”
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    Monograph
  12. 12

    Finite Element Analysis of a Portal Frame Subjected to Concentrated Impulse Loading by Wong, Choon Yap

    Published 2009
    “…The portal frame meshing consists of portal frame with 28 elements and 58 nodes, while the impact projectile consists of 143 elements and 245 nodes. …”
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    Thesis
  13. 13

    An Analytical Study of Flexible Pavement With or Without Geo-textile by Francis, Lau Ngee Sieng

    Published 2004
    “…Based on the results obtained, it showed that there is a small reduction in stress and displacement generated in the flexible pavement using geo-textile.…”
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    Final Year Project Report / IMRAD
  14. 14

    Nonlinear finite element analysis of Integral bridge including foundation soil Interaction (winkler analogy) by Md. Noh, Mohammad Soffi

    Published 2006
    “…The soil mass is idealized by eight noded isoperimetric quadrilateral element at near field and five noded isoperimetric infinite element to simulate the far field behavior of the soil media. …”
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    Thesis
  15. 15

    Crack simulation for the cover of the landfill – A seismic design by Namdar, Abdoullah, Omer, Mughieda, Filippo, Berto, Nurmunira, Muhammad

    Published 2023
    “…The numerical simulation shows differential displacement of the landfill impacts on the crack propagation and the need for the appropriate design of the cover thickness of the landfill.…”
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    Article
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  17. 17

    A new 3D interface element for three dimensional finite element analysis of FRP strengthened RC beams by Jaafar, Mohd Saleh, Muhammad Rashid, Raizal Saifulnaz, Kohnehpooshi, Omid, Noorzaei, Jamaloddin

    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
  18. 18

    Conical spring and localised region methodologies for modelling of soft tissue deformation by Omar, Nadzeri

    Published 2017
    “…The computational performance of the model relies on the number of nodes involved in the propagation of the force. Inherently, computational time can be improved by considering the nodes only in a deformation area, and ignoring the other nodes. …”
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    Thesis
  19. 19

    Effect of mesh coarseness on slope stability analysis using 2D and 3D finite element method by Noraida Mohd Saim, Anuar Kasa

    Published 2024
    “…However, the maximum displacement values differ for each mesh coarseness, as the locations of maximum total displacement are identified at different nodes due to varying numbers of elements but still within the same potential failure zone. …”
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  20. 20

    Prediction of skull fractures and brain injury using finite element analysis / Mohd Hazwan Mohamed Norli by Mohamed Norli, Mohd Hazwan

    Published 2019
    “…During meshing procedure, skull model has a total of 106511 elements and 28386 nodes. Brain has a total of 29513 elements and 7296 nodes. …”
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    Thesis