Lecturer

Ts. Dr. Nor Jihan binti Abd Malek

NameTs. Dr. Nor Jihan binti Abd Malek
DesignationLecturer

ACADEMIC QUALIFICATION :

Phd Candidate, UiTM Shah Alam

MSc in Civil Engineering (Geotechnique)

Bachelor of Engineering (Hons) Civil

PROFESSIONAL CERTIFICATION :

  1. Board of Engineers of Malaysia (69783A)
  2. MBOT Professional Technologist (PT20060170)
  3. MTAM member (M7770)

RESEARCH AREA :

Timber Structures & Geotechnique

PUBLICATION LIST :

Timber Structures:

  1. Abd Malek, N.J., & Othman, S.A. (2019). Three-point Bending Test for Three Different Bolt Diameters. Journal of Engineering & Technological Advances (JETA), Vol. 4 (No. 1), 41-53.
  2. Abd Malek, N.J., Hui, L., & Hassan, R. (2020). Performance of Withdrawal Capacity for Mengkulang Glulam Perpendicular to the Glue Line for 14mm and 20mm Bolt Diameter. International Journal of Innovative Technology and Exploring Engineering, 9(3), 2825-2829.
  3. Abd Malek, N.J., Abdullah, A.A.A., & Hassan, R. (2019). Shear Block Test Performance of Melunak and Mengkulang Parallel to Glueline. IOP Conference Series: Materials Science and Engineering, 507(1), 113-124.
  4. Abd Malek, N.J., Abdulrahman, A., Wan Abdullah, W. Z., Ibrahim, A., & Hassan, R. (2018). Effect of Gluelines for Mengkulang Glulam Dowel-bearing Strength. 7, 142-144.
  5. Abd Malek, N.J., Hassan, R., Elamin, M.A., & Shakimon, M.N. (2016). Double Shear Test Behaviour of Balau Species for Different End Distance. Jurnal Teknologi, 78(5-4), 89-93.
  6. Abd Malek, N.J., Hassan, R., Ibrahim, A., & Alhebshi, M.H. (2018). Shear Block Test Performance of Melunak and Mengkulang. International Journal of Engineering and Technology (UAE), 7(3), 210-213.
  7. Abd Malek, N.J., Hassan, R., Ibrahim, A., Almanea, H. M. H., & Hean, T.H. (2018). Comparison of Parallel Dowel-bearing strength of Mengkulang, Kempas and Pine Glulam between ASTM D 5764-97a and BS EN 383:2007. International Journal of Engineering and Technology (UAE), 7(3), 206-209.
  8. Abd Malek, N.J., Hassan, R., Mohd KAmari. S.N.S., Shakimon, M.N., & Chua, Y. L. (2016). Performance Comparison of Bolt Withdrawal Capacity for Mengkulang Glulam. Journal of Mechanical Engineering, 13(2), 113-124.
  9. Abd Malek, N.J., Hassan. R., Yong, A.L., (2015). Perpendicular Glue Line Dowel-bearing Strength Properties of Mengkulang Glulam. InCIEC 2015 (Chapter), pp. 807-817, DOI:10.1007/978-981-10-0155-0_88.
  10. Abd Malek,N.J., Hassan, R., Hussin, T.A.R., Tern, N.D., & Adam, C. (2016). Perpendicular Dowel-bearing Strength Properties without Glue LIne for Mengkulang Species. Journal of Mechanical Engineering, 13(1), 45-56.
  11. Amaruddin, H.I., Hassan, R., Mohd Amin, N., & Abd Malek, N.J. (2014). Finite Element Model of Mortise and Tenon Joint Fastened with Wood Dowel using Kempas Species. InCIEC 2013.
  12. Lohgheswary, N., Abd Malek, N.J., & Gobithaasan, R.U.(2019). Analysis on Engineering Mathematics II Final Exam Questions Analysis on Engineering Mathematics II Final Exam Questions. October.
  13. Rahman, P.E.H., Abd Malek, N.J., & Hassan, R. (2020). Double Shear Load Carrying Capacity of Kempas and GFRP Dowelled Connections. International Journal of Innovative Technology and Exploring Engineering, 9(3), 2820-2824.
  14. Rahman, P.E.H., Abd Malek, N.J., Bahari, M.H., & Hassan, R. (2020). Performance of Bamboo and Steel Reinforced Concrete under Flexural Strength. Journal of Physics: Conference Series, 1529(3).
  15. Rosdi, N., Yasin, M.H., & Abd Malek, N.J. (2017). Tensile Performance of Half-lap Timber Nailed Joint Strengthened using CFRP sheet. Journal of Mechanical Engineering, 14(1), 75-86.
  16. Shakimon, M.N., Abd Malek, N.J., Hassan, R., & Ahmad, Z. (2016). The Finite Element Modelling of Glulam Tropical Timber Beam in Bending. Jurnal Teknologi, 78(5-5), 75-78.

GRANTS RECEIVED :

  1. SEGi Internal Research Fund: SIngle and Double Shear Connection Performance of Selected Tropical Species for Structural Elements, Chief Investigator, Dec 2018-Dec 2020, Approved Amount: RM24,000.
  2. SEGi Internal Research Fund: A Study on the Rhizobium Bacteria to Promote Vegetative Root-Soil Reinforcement Matrix for Soil Slope Stability, Co-Investigator, Apr2019-Apr 2021, Approved Amount: RM23,000.

GOOGLE SCHOLAR PROFILE :

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