NOR HAYATI ABDUL HAMID

Scopus Publications

Effect of Tunnel Form Building Under 10 Past Earthquake Records Analyzed Using Ruaumoko 2D
A. Shamilah, A. S. Aweis, R. Che Amat, N. Hamid
Green Infrastructure Materials and Sustainable Management, 2024
Experimental Analysis of Seismic Responses Interior Beam-Column Joint with and Without Fuse Bars Under In-Plane Lateral Cyclic Loading
Nor Hayati Abdul Hamid, Nurfarhana Diayana Hadi, Kay Dora Ghani, Patrick L. Y. Tiong, Rini Kusumawardani, et al.
Green Infrastructure Materials and Sustainable Management, 2024
Preface
Green Infrastructure Materials and Sustainable Management, 2024
Green Infrastructure: Materials and Sustainable Management
Green Infrastructure Materials and Sustainable Management, 2024
Finite Element Study: Rocking Wall-Floor Connection of Precast Concrete Load-Bearing Structures Subjected to Quasi-Static Lateral Loading
Mohd Asha’ari Masrom, Nor Hayati Abdul Hamid
Journal of Earthquake Engineering, 2023
Workability and Performance of High-Performance Concrete by Using Palm Oil Fuel Ash as a Cement Replacement Material
Muhd Norhasri Muhd Sidek, Mohamad Haris Hakim Mohd Nasir, Aidah Jumahat, Nuradila Izzaty Halim, Aidan Newman, et al.
Springer Proceedings in Materials, 2023
European Yield Model Exponential Decay Constant Modification for Glulam after Fire Exposure
Mohd Nizam Shakimon, Rohana Hassan, Nor Jihan Abd Malek, Azman Zainal, Ali Awaludin, et al.
Forests, 2022
Many real-scale fire tests have been performed on timber connections to analyze the mechanical behavior of timber connections in previous years. However, little research focused on the bending performance of glued laminated (glulam) timber beam bolted connections after fire exposure. In this paper, the three-dimensional numerical model of the glulam timber beam bolted connections was developed and validated by experimental results. The model can simulate temperature evolution in the connections and their mechanical behavior. In the real-scale test, three (3) samples were prepared for a four-point bending test at normal temperature, while another three (3) samples were tested after exposure to a 30-min standard fire and cooled down to normal temperature. The results show the reduction of the load-carrying capacity before and after exposure to the standard fire by 23.9 kN (71.8%), 8.3 kN (26.1%), and 20.2 kN (47.6%) for bolt diameters of 12 mm, 16 mm, and 20 mm, respectively. The numerical model aims to conduct a parametric study and propose the modification of the exponential decay constant, k, for tropical glulam timber to predict the load-carrying capacity of the glulam timber beam bolted connections after exposure to standard fire.
Study on structural robustness to resist progressive collapse of vertical irregularly base-isolated structures
Chao Bao, Xiaotong Ma, Dahai Lv, Qiaozhi Wu, Shu Ing Doh, et al.
Physics and Chemistry of the Earth, 2022
Seismic Microzonation Map for a Fixed-Jacket Platform in the Malay Basin
Mohamad Mazlina, M. S. Liew, Kamaluddeen Usman Danyaro, Azlan Adnan, Nor Hayati Ab Hamid
Applied Sciences Switzerland, 2022
The existence of soft soil in offshore areas may lead to the amplification of vibration received from offshore facilities, especially from the existing fixed-jacket platforms, which were designed without provision to seismicity, as in Malaysian water. Therefore, this study was designed to develop a seismic microzonation map and a soil amplification factor map according to soil type; we propose horizontal response spectra and site coefficient values (Ca and Cv) for the Malay Basin. A one-dimensional nonlinear analysis of layered soil (NERA) was used in the ground response analysis for six selected seismic events under five return periods of 100, 200, 500, 1000, and 2500 years. Soil amplification factors for soil types D and E showed a decreasing trend from 100 years to 2500 years. Two designed horizontal response spectra are proposed (for soil type D and E) under average and envelope conditions; a comparison with ISO showed that the proposed spectra were higher, especially for soil type E. To summarize, the seismicity effect should be included in the development of offshore industries as findings indicated that soil amplification occurred in soil types D and E at the Malay Basin.
Experimental Bond Behaviour of Glued-In Rod Connection for Mengkulang Glulam under Pull-Out Loading
Tengku Anita Raja Hussin, Rohana Hassan, Ali Awaludin, Muhd Norhasri Muhd Sidek, Nor Hayati Abdul Hamid, et al.
Civil Engineering and Architecture, 2022
Comparison of Seismic Response Corner Beam-Column Joint with and without Fuse Bars Under In-Plane Lateral Cyclic Loading
Nurfarhana Diyana Hadi, Nor Hayati Abdul Hamid, Ili Farhana Azmi, Rohana Hassan, Yeri Sutopo, et al.
Latin American Journal of Solids and Structures, 2022
Vibration Analysis on a Railway Bridge Structure
R. Kusumawardani, N. Qudus, A. B. Sabba, N. C. Nugroho, N. H. A. Hamid, et al.
Lecture Notes in Civil Engineering, 2022
Strengthening of deficient exterior rc beam-column joints using basalt fibre reinforced polymer sheets
Journal of Engineering Science and Technology, 2021
INFLUENCE OF CHEMICAL PROPERTIES AND MINERAL CONTENTS ON SANDSTONE STRENGTH
Haryati Awang
International Journal of Geomate, 2021
Cracks monitoring and resistivity test for a double-storey house due to cavity in the soil
M. M. H. Shamsudin, N. H. Hamid, M. N. M Sidek, T. I. S. T Aziz, H. Awang, et al.
Civil Engineering and Architecture, 2021
Modelling and Validation of Seismic Performance for Corner and Interior Beam-column Joint Using HYSTERES Program
Iop Conference Series Materials Science and Engineering, 2021
Numerical Study on Various Position of Multiple Water Tanks toward Earthquake on High-rise Building
Izzul Syazwan Ishak, Norhayati Abdul Hamid, Norliyati Mohd Amin
Iop Conference Series Materials Science and Engineering, 2021
Validation of Modal Analysis of Two-Storey Reinforced Concrete Frame
Iop Conference Series Materials Science and Engineering, 2021
Verification of Experimental Hysteresis Loops for Exterior Beam-Column Joint under Lateral Cyclic Load
N D Hadi, N H Hamid
Iop Conference Series Earth and Environmental Science, 2021
Recycled Plastic Bottles as Sustainable Materials
N. H. Hamid, M. M. H. Shamsudin
Green Infrastructure Materials and Applications, 2021
Hysteresis loops of base isolation system-an overview
M.A. Amir, N.H. Hamid
Key Engineering Materials, 2021
Compressive and flexural strength of concrete containing recycled polyethylene terephthalate (PET)
M.M.H. Shamsudin, N.H. Hamid, M.A. Mohd Fauzi
Key Engineering Materials, 2021
Earthquake Fuse Bar as Smart Material in Improving Seismic Performance of Beam-Column Joint During Earthquakes
N. H. Hamid, N. F. D. Hadi, I. F. Azmi
Lecture Notes in Civil Engineering, 2021
Myability: A web portal for students with challenge based on web content accessibility guideline 2.0
Abdul Aziz Hamzah, Zatul Amilah Shaffiei, Nor Hayati Abdul Hamid, Nurulnadwan Aziz
Annals of Emerging Technologies in Computing, 2021
Ground response analysis for stiff and soft soil under different earthquake events: A comparison
M. Mazlina, M. S. Liew, A. Adnan, I. S. H. Harahap, N. H. Hamid
Lecture Notes in Civil Engineering, 2021

NOR HAYATI ABDUL HAMID

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Scopus Publications