Search Results - "Ramli, H"

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  1. 1

    Behavior of Tilted Angle Shear Connectors by Khorramian, Koosha, Maleki, Shervin, Shariati, Mahdi, Ramli Sulong, N H

    Published in PloS one (07-12-2015)
    “…According to recent researches, angle shear connectors are appropriate to transfer longitudinal shear forces across the steel-concrete interface. Angle steel…”
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    Journal Article
  2. 2

    Steel Rack Connections: Identification of Most Influential Factors and a Comparison of Stiffness Design Methods by Shah, S N R, Sulong, N H Ramli, Shariati, Mahdi, Jumaat, M Z

    Published in PloS one (09-10-2015)
    “…Steel pallet rack (SPR) beam-to-column connections (BCCs) are largely responsible to avoid the sway failure of frames in the down-aisle direction. The overall…”
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    Journal Article
  3. 3

    Shear Capacity of C-Shaped and L-Shaped Angle Shear Connectors by Tahmasbi, Farzad, Maleki, Shervin, Shariati, Mahdi, Ramli Sulong, N H, Tahir, M M

    Published in PloS one (01-08-2016)
    “…This paper investigates the behaviour of C-shaped and L-shaped angle shear connectors embedded in solid concrete slabs. An effective finite element model is…”
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    Journal Article
  4. 4

    Behavior of V-shaped angle shear connectors: experimental and parametric study by Shariati, Mahdi, Ramli Sulong, N. H., Shariati, Ali, Khanouki, Mohammadmehdi Arabnejad

    Published in Materials and structures (01-09-2016)
    “…In this paper a new shear connector called V-shaped angle shear connector for steel–concrete composite system is proposed. This shear connector was proven to…”
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    Journal Article
  5. 5

    Seismic performance of innovative hybrid precast reinforced concrete beam-to-column connections by Ghayeb, Haider Hamad, Abdul Razak, Hashim, Ramli Sulong, N.H.

    Published in Engineering structures (01-01-2020)
    “…•The plastic hinges of hybrid connections were enhanced to form outside the connection zone.•The performance of hybrid connections effectively emulated…”
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    Journal Article
  6. 6

    Nonlinear analysis of square concrete-filled double-skin steel tubular columns under axial compression by Ayough, Pouria, Ramli Sulong, N.H., Ibrahim, Zainah, Hsiao, Po-Chien

    Published in Engineering structures (01-08-2020)
    “…•The nonlinear finite element analysis of square CFDST short columns with an inner circular steel tube is conducted.•A new material constitutive model for the…”
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    Journal Article
  7. 7

    Enhancement of seismic behaviour of precast beam-to-column joints using engineered cementitious composite by Ghayeb, Haider Hamad, Ramli Sulong, N.H., Razak, Hashim Abdul, Mo, Kim Hung

    Published in Engineering structures (15-03-2022)
    “…•Research was conducted on precast joints using Engineered Cementitious Composite (ECC).•Failure mode of precast joints using ECC with PVA8, PVA12, PE, HES,…”
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    Journal Article
  8. 8

    Investigation of through beam connection to concrete filled circular steel tube (CFCST) column by Khanouki, M.M. Arabnejad, Ramli Sulong, N.H., Shariati, Mahdi, Tahir, M.M

    Published in Journal of constructional steel research (01-06-2016)
    “…Nonlinear finite element models of through beam connection to concrete filled circular steel tube (CFCST) column with three types of connection failures…”
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    Journal Article
  9. 9

    A Review on Strengthening Steel Beams Using FRP under Fatigue by Islam, A. B. M. Saiful, Ramli Sulong, N. H., Jumaat, Mohd. Zamin, Kamruzzaman, Mohamed

    Published in TheScientificWorld (01-01-2014)
    “…In recent decades, the application of fibre-reinforced polymer (FRP) composites for strengthening structural elements has become an efficient option to meet…”
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    Journal Article
  10. 10

    Experimental assessment of channel shear connectors under monotonic and fully reversed cyclic loading in high strength concrete by Shariati, Mahdi, Ramli Sulong, N.H., Arabnejad Khanouki, M.M.

    Published in Materials in engineering (01-02-2012)
    “…► Strength degradation rate of channel shear connectors in HSC is lower than the other concrete types ∗. ► Channel connectors in HSC under low cyclic loading…”
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    Journal Article
  11. 11

    Flexural Performance of RC Beams Strengthened with Externally-Side Bonded Reinforcement (E-SBR) Technique Using CFRP Composites by Hosen, Md. Akter, Althoey, Fadi, Jumaat, Mohd Zamin, Alengaram, U. Johnson, Sulong, N. H. Ramli

    Published in Materials (25-05-2021)
    “…Reinforced concrete (RC) structures necessitate strengthening for various reasons. These include ageing, deterioration of materials due to environmental…”
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    Journal Article
  12. 12
  13. 13

    Behavior of steel pallet rack beam-to-column connections at elevated temperatures by Shah, S.N.R., Ramli Sulong, N.H., Shariati, Mahdi, Khan, R., Jumaat, M.Z.

    Published in Thin-walled structures (01-09-2016)
    “…Beam-to-column connections (BCCs) in steel pallet racks (SPRs) govern the stability of the structure in the down-aisle direction and possess a complex behavior…”
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    Journal Article
  14. 14

    Seismic performance of a new through rib stiffener beam connection to concrete-filled steel tubular columns: An experimental study by Zeinizadeh Jeddi, Mahdi, Ramli Sulong, N.H., Arabnejad Khanouki, M.M.

    Published in Engineering structures (15-01-2017)
    “…•A through rib stiffener beam connection in CFT circular column is proposed.•Exhibit a large hysteretic enclosed area, good ductility and excellent energy…”
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    Journal Article
  15. 15

    Shear dispersion in the turbulent atmospheric boundary layer by Esler, J. G., Ramli, H. M.

    “…The problem of shear dispersion in the atmospheric boundary layer (ABL) is revisited. The aim is to improve understanding of how and why the behaviour of…”
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    Journal Article
  16. 16

    Fire-resistive performance of intumescent flame-retardant coatings for steel by Yew, Ming Chian, Ramli Sulong, N.H.

    Published in Materials in engineering (01-02-2012)
    “…The variation of temperatures recorded from the protected (formulation C) and unprotected steel plates during the heating and cooling phases of the furnace…”
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    Journal Article
  17. 17

    Behaviour of C-shaped angle shear connectors under monotonic and fully reversed cyclic loading: An experimental study by Shariati, Mahdi, Ramli Sulong, N.H., Suhatril, Meldi, Shariati, Ali, Arabnejad Khanouki, M.M., Sinaei, Hamid

    Published in Materials in engineering (01-10-2012)
    “…► C-shaped angle connectors show 8.8–33.1% strength degradation under cyclic loading. ► Connector fracture type of failure was experienced in C-shaped angle…”
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    Journal Article
  18. 18

    Geophysical and Geotechnical Evaluation of Landslide Slip Surface in a Residual Soil for Monitoring of Slope Instability by Olabode, Oladunjoye P., Lim, Hwee San, Ramli, Muhd H.

    Published in Earth and space science (Hoboken, N.J.) (01-12-2022)
    “…Electrical Resistivity Tomography (ERT) technique has been widely used conventionally to monitor slope instability; however, a detailed study to validate ERT…”
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    Journal Article
  19. 19

    A new sustainable composite column using an agricultural solid waste as aggregate by Hamidian, Mohammad Reza, Shafigh, Payam, Jumaat, Mohd Zamin, Alengaram, U. Johnson, Sulong, N.H. Ramli

    Published in Journal of cleaner production (15-08-2016)
    “…The agricultural industry is a source of many types of solid waste. For instance, oil palm shell (OPS), is a waste from the palm oil industry and is produced…”
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    Journal Article
  20. 20

    Glass Fiber Reinforced Polymer (GFRP) Bars for Enhancing the Flexural Performance of RC Beams Using Side-NSM Technique by Hosen, Md Akter, Alengaram, U Johnson, Jumaat, Mohd Zamin, Sulong, N H Ramli, Darain, Kh Mahfuz Ud

    Published in Polymers (19-05-2017)
    “…Reinforced concrete (RC) structures require strengthening for numerous factors, such as increased load, modification of the structural systems, structural…”
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    Journal Article