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  1. 1
    Auto generation of the center of gravity of tubular structures during crush deformation

    Auto generation of the center of gravity of tubular structures during crush deformation by Hosseinabadi, Reza Afshar, Ali, Aidy, Sahari, Barkawi

    Published 2009
    “…Displacement of the center of gravity (COG) of tubular structures with various polygonal cross-sections is numerically investigated under an axial crush using the program code of ANSYS/LS-DYNA. …”
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  2. 2
    Seismic assessment of the multi storey structural building model in accordance with euro code 8 and new Malaysian annex guidelines

    Seismic assessment of the multi storey structural building model in accordance with euro code 8 and new Malaysian annex guidelines by Syed Muhammad, Bilal Haider

    Published 2019
    “…Dynamic response history analysis has been conducted to investigate the observed response and crack pattern; maximum displacement; residual displacement; residual interstorey drift ratio, serviceability limit state, ultimate limit state, acceleration response, interstorey drift ratio and storey drift ratio. …”
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  3. 3
    Development Of Finite Element Codes For Shear Wall Analysis

    Development Of Finite Element Codes For Shear Wall Analysis by Paknahad, Masoud

    Published 2008
    “…It was observed that the displacement predicted by both linear and nonlinear interactive analyses showed remarkable differences in the values of displacement and stress distribution in the shear wall. …”
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    Thesis
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  4. 4
    Development of Slot-Less Linear Oscillatory Actuator

    Development of Slot-Less Linear Oscillatory Actuator by Raja Othman, Raja Nor Firdaus Kashfi

    Published 2009
    “…Some of them studied the control strategy of an existing moving coil type of LOA. But, none of them had disclosed information about the oscillation displacement characteristics based on various sizes of LOA. …”
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  5. 5
    A new direct viscous-inviscid interaction method for aerodynamics analysis

    A new direct viscous-inviscid interaction method for aerodynamics analysis by Che Mohd Husin, Mohd Faizal

    Published 2018
    “…The boundary layer solution beside provide the skin friction distribution along the body surface is also providing the boundary layer displacement thickness δ*. This quantity describes the displacement of stream line due to the viscous effects. …”
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  6. 6
    Implants for surgery - wear of total knee-joint prostheses - part 3: loading and displacement parameters for wear-testing machines with displacement control and corresponding environmental conditions for test (ISO 14243-2:2004, COR. 1:2006, IDT)

    Implants for surgery - wear of total knee-joint prostheses - part 3: loading and displacement parameters for wear-testing machines with displacement control and corresponding envir... by Abdul Razak, Noor Hayati, Yaakop, Salbiah, Choon, David, Goonting, Tracy E., T, Mahadevan, Law, Ching Yee, How, Kim Chuan, Singh, Harwant, Ismail, Zulkharnain, Manickam, Thirumal, Yaakob, Mohd Amin, Mohd Yusof, Hyzan, Fazan, Fazilah, Zulkifly, Ahmad Hafiz, Wong, Darren, Tai, Cheh Chin, Chopra, Suresh, Kamari, Zahir Husain

    Published 2011
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    Monograph
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  7. 7
    Structural performance of Kolej Kediaman Tun Mustapha due to earthquake

    Structural performance of Kolej Kediaman Tun Mustapha due to earthquake by Noell Ibrahim Fred

    Published 2022
    “…Response spectrum method was performed to obtain lateral displacements of storey for both buildings. The Interstorey Drift Ratio (%) was calculated based on the storey displacement and the performance level is evaluated based on FEMA 346 (2000). …”
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    Academic Exercise
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  8. 8
    Long-distance migration and homing after displacement in the green turtle (Chelonia mydas): A satellite tracking study

    Long-distance migration and homing after displacement in the green turtle (Chelonia mydas): A satellite tracking study by Luschi, P., Papi, F., Liew, H.C., Chan, E.H., Bonadonna, F.

    Published 1996
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  9. 9
    Transnasal Endoscopy Removal of Dislodged Dental Implant: A Case Report

    Transnasal Endoscopy Removal of Dislodged Dental Implant: A Case Report by Lim, D., Parumo, R., Ma, B.C., Shanmuganathan, J.

    Published 2017
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  10. 10
    Crash deformation simulation of tubular structure to determine automotive centre of gravity

    Crash deformation simulation of tubular structure to determine automotive centre of gravity by Hosseinabadi, Reza Afshar

    Published 2009
    “…In the case of close cross-sections, a displacement of COG of tubular structures with various polygonal cross-sections is numerically investigated under axial crush using program code of ANSYS/LS-DYNA. …”
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  11. 11
    Enhancing the Performance of Knee Beam– Column Joint using Hybrid Fibers Reinforced Concrete

    Enhancing the Performance of Knee Beam– Column Joint using Hybrid Fibers Reinforced Concrete by Sheikh Mohd Iqbal S. Zainal, Farzad Hejazi, Raizal S. M. Rashid

    Published 2021
    “…The accuracy of the proposed FE models resulted in average percentage differences of 25.89% for peak load, 3.45% for peak load displacement and 0.18% for maximum displacements from the experimental data. …”
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  12. 12
    Enhancing the performance of knee beam–column joint using hybrid fibers reinforced concrete

    Enhancing the performance of knee beam–column joint using hybrid fibers reinforced concrete by S. Zainal Abidin, Sheikh Mohd Iqbal, Hejazi, Farzad, Muhammad Rashid, Raizal Saifulnaz

    Published 2021
    “…The accuracy of the proposed FE models resulted in average percentage diferences of 25.89% for peak load, 3.45% for peak load displacement and 0.18% for maximum displacements from the experimental data. …”
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  13. 13
    Penang bridge 1 loading analysis using British standard and finite element method for structural health monitoring

    Penang bridge 1 loading analysis using British standard and finite element method for structural health monitoring by Mohammed, Mohammed Idris, Mustapha, Faizal, Hrairi, Meftah, Sulaeman, Erwin, Mohd Khairol, Anuar, Dyang, Laila, Hojazi, Farzad

    Published 2013
    “…The cable-stayed Penang Bridge is one such bridge that is adapted to an earlier coding system. This bridge has been designed under British Standards code 153. …”
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    Proceeding Paper
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  14. 14
    Linear Static Response of Suspension Arm based on Artificial Neural Network Technique

    Linear Static Response of Suspension Arm based on Artificial Neural Network Technique by M. M., Noor, M. M., Rahman, R. A., Bakar, K., Kadirgama

    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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  15. 15
    Axial crush of the tubular structure with various cee-shaped cross-sections

    Axial crush of the tubular structure with various cee-shaped cross-sections by Afshar, Reza, Ali, Aidy, Sahari, Barkawi, Bayat, Mehdi

    Published 2011
    “…Tubular structure with various Cee-shaped cross sections is numerically investigated in order to find the centre of gravity (COG) under axial crush by using program code of ANSYS/LS-DYNA. A subroutine is developed using this code to obtain the COG of deformed shape, during and after crush deformation. …”
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  16. 16
    Satellite tracking data on Malaysian green turtle migration

    Satellite tracking data on Malaysian green turtle migration by Liew, Hock-Chark, Chan, Eng-Heng, Luschi, Paolo, Papi, Floriano

    Published 1995
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  17. 17
    Enhancing the Performance of Knee Beam– Column Joint Using Hybrid Fibers Reinforced Concrete

    Enhancing the Performance of Knee Beam– Column Joint Using Hybrid Fibers Reinforced Concrete by Sheikh Mohd Iqbal S Zainal Abidin, Farzad Hejazi, Raizal S. M. Rashid

    Published 2021
    “…The accuracy of the proposed FE models resulted in average percentage diferences of 25.89% for peak load, 3.45% for peak load displacement and 0.18% for maximum displacements from the experimental data. …”
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  18. 18
    Enhancing the Performance of Knee Beam– Column Joint Using Hybrid Fibers Reinforced Concrete

    Enhancing the Performance of Knee Beam– Column Joint Using Hybrid Fibers Reinforced Concrete by Sheikh Mohd Iqbal S Zainal Abidin, Farzad Hejazi, Raizal S. M. Rashid

    Published 2021
    “…The accuracy of the proposed FE models resulted in average percentage differences of 25.89% for peak load, 3.45% for peak load displacement and 0.18% for maximum displacements from the experimental data. …”
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  19. 19
    On the SU(1,1)-based stabilizer formalism

    On the SU(1,1)-based stabilizer formalism by Valentine, Nyirahafashimana, Choong, Pak Shen, Mohd Shah, Nurisya

    Published 2025
    “…In contrast to the Pauli stabilizer codes, which are finite and discrete, and the GKP code, which uses displacement stabilizers on a flat phase-space lattice, the SU(1,1) approach is naturally connected to hyperbolic geometry. …”
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  20. 20
    Enhancing the Performance of Knee Beam-Column Joint using Hybrid Fibers Reinforced Concrete

    Enhancing the Performance of Knee Beam-Column Joint using Hybrid Fibers Reinforced Concrete by Sheikh Mohd Iqbal S Zainal Abidin, Farzad Hejazi, Raizal S. M. Rashid

    Published 2021
    “…The accuracy of the proposed FE models resulted in average percentage differences of 25.89% for peak load, 3.45% for peak load displacement and 0.18% for maximum displacements from the experimental data. …”
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