An ensemble neural network for damage identification in steel girder bridge structure using vibration data SJS Hakim, SN Mokhatar, S Shahidan, TNT Chik, ZM Jaini, NHA Ghafar, ... Civil engineering and architecture 9 (2), 523-532, 2021 | 8 | 2021 |
Vibration behaviour of natural timber and timber concrete composite deck system J Mushina, NH Abd Ghafar, D Yeoh, W Mushina, KH Boon IOP Conference Series: Materials Science and Engineering 713 (1), 012023, 2020 | 8 | 2020 |
Modelling of concrete topping thickness effects on the vibration behaviour for lvl-concrete composite floor (LCC) NH Abd Ghafar, NM Sahban IOP Conference Series: Materials Science and Engineering 271 (1), 012096, 2017 | 6 | 2017 |
Forensic building: Deterioration and defect in concrete structures N Jamaluddin, SS Ayop, MHW Ibrahim, KH Boon, D Yeoh, S Shahidan, ... MATEC web of conferences 103, 02016, 2017 | 6 | 2017 |
Susceptibility to vibrations of LVL-Concrete composite floors NH Abd Ghafar, B Deam, M Fragiacomo, A Buchanan Workshop Italiano Sulie Composite, 2008 | 6 | 2008 |
LVL-concrete composite floor systems: An effective solution for multi-storey timber buildings D Yeoh, M Fragiacomo, H Ghafar, A Buchanan, B Deam, K Crews Proc., Australasian Structural Engineering Conf, 2008 | 6 | 2008 |
A case study of residential buildings subjected to cracking failures N Jamaluddin, D Yeoh, AHA Ghani, SS Ayob, MHW Ibrahim, N Mohamad, ... International Journal of Integrated Engineering 10 (2), 2018 | 5 | 2018 |
Vibration performance of LVL-concrete composite floor systems A Ghafar, BL Deam, M Fragiacomo, A Buchanan Proc., World Conf. on Timber Engineering, Engineered Wood Products …, 2008 | 5 | 2008 |
Dynamic Behaviour of LVL-Concrete Composite Flooring Systems NH Abd Ghafar University of Canterbury, 2015 | 4 | 2015 |
Forced vibration testing on LVL-concrete composite floor system NH Abd Ghafar 7 th Fib Phd Symposium in Stuttgart, 1-6, 2008 | 4* | 2008 |
Pilot study on the vibration behavior of TCC laminated deck systems NEM Gamadi, NH Abd Ghafar, DYE Chuan, MI Rahimi, NA Abd Aziz International Journal of Integrated Engineering 13 (3), 244-252, 2021 | 3 | 2021 |
Walking induced floor vibration on glulam timber floor NH Abd Ghafar, IZ Shamsul Kamar, EC David Yeoh, HB Koh Proceedings of AICCE'19: Transforming the Nation for a Sustainable Tomorrow …, 2020 | 3 | 2020 |
Density and strength of foamed concrete: The influence on dynamic characteristics of lightweight profiled composite slabs RHM Rum, AF Norhalim, ZM Jaini, NH Abd Ghafar, M Kozlowski International Journal of Integrated Engineering 11 (6), 285-295, 2019 | 3 | 2019 |
Investigation of concrete floor vibration using heel-drop test NAM Azaman, NH Abd Ghafar, AF Azhar, AA Fauzi, HA Ismail, SSS Idrus, ... Journal of Physics: Conference Series 995 (1), 012027, 2018 | 3 | 2018 |
Vibration susceptibility of multi-span LVL-concrete composite floors NHA Ghafar, B Deam, M Fragiacomo 11th World Conf. on Timber Engineering (WCTE) Riva del Garda, Trees and …, 2010 | 3 | 2010 |
The Effect of Concrete Topping Thickness on the Vibration Response of Prestressed and Precast Hollow Core Flooring Systems MI Rahimi, NH Abd Ghafar, Z Ibrahim, ZM Jaini, NAZ Abd Aziz, ... International Journal of Integrated Engineering 12 (8), 356-364, 2020 | 2 | 2020 |
Dynamic serviceability of lightweight composite deck as floor system under human excitation AF Norhalim, ZM Jaini, N Abd Ghafar, MA Majid, A Ahwang IOP Conference Series: Materials Science and Engineering 713 (1), 012026, 2020 | 2 | 2020 |
Ambient Vibration Response of Precast Hollow Core Flooring System MI Rahimi, NH Abd Ghafar, Z Mohd Jaini, Z Ibrahim International Journal of Engineering and Advanced Technology 9 (3), 2393-2367, 2020 | 2 | 2020 |
Connection Performance for LVL-Concrete Composite Floor System LY Fong, NH Abd Ghafar, N Abd Rahman, D Yeoh Applied Mechanics and Materials 773, 954-963, 2015 | 2 | 2015 |
Ghafar, Bruce Deam, Massimo Fragiacomo and Andy Buchanan (2008),“Susceptibility to vibrations of LVL-concrete composite floors.” NH Abd VII Workshop Italiano Sulle Strutture Composte, 0 | 2 | |