Sahibzada Farooq Ahmad Rafeeqi
Sahibzada Farooq Ahmad Rafeeqi
Prof. Dr. of Civil Engineering and Architecture, Pro-Vice Chancellor, NEDUniversity of Engineering
Verified email at neduet.edu.pk
Title
Cited by
Cited by
Year
Seismic hazard in Karachi, Pakistan: uncertain past, uncertain future
R Bilham, S Lodi, S Hough, S Bukhary, AM Khan, SFA Rafeeqi
Seismological research letters 78 (6), 601-613, 2007
982007
Safety performance in construction industry of Pakistan
RU Farooqui, F Arif, SFA Rafeeqi
First International Conference on Construction In Developing Countries …, 2008
952008
Analysis of reinforced concrete beams strengthened by external unbonded bars
J Cairns, SFA Rafeeqi
Magazine of Concrete Research 54 (2), 141-153, 2002
332002
Behaviour of reinforced concrete beams strengthened by external unbonded reinforcement
J Cairns, SFA Rafeeqi
Construction and Building Materials 11 (5-6), 309-317, 1997
291997
Strengthening of RC beams in flexure using ferrocement
SU Khan, SFA Rafeeqi, T Ayub
Iranian Journal of Science and Technology. Transactions of Civil Engineering …, 2013
272013
Strengthening reinforced concrete beams with external unbonded bars: experimental investigation
J Cairns, SFA Rafeeqi
Proceedings of the Institution of Civil Engineers-Structures and Buildings …, 2003
272003
Prediction of compressive strength of plain concrete confined with ferrocement using artificial neural network (ANN) and comparison with existing mathematical models
SU Khan, T Ayub, S Rafeeqi
American Journal of Civil Engineering and Architecture 1 (1), 7-14, 2013
262013
Study of the behavior of plain concrete confined with ferrocement
AM Waliuddin, SFA RAFEEQI
Journal of Ferrocement 24 (2), 139-151, 1994
261994
Strengthening reinforced concrete beams with external unbonded bars: theoretical investigation
J Cairns, SFA Rafeeqi
Proceedings of the Institution of Civil Engineers-Structures and Buildings …, 2003
182003
Bridge data—what do we collect and how do we use it?
J Bennetts, PJ Vardanega, CA Taylor, SR Denton
Transforming the Future of Infrastructure through Smarter Information …, 2016
152016
Elevated temperature resistance of ultra-high-performance fibre-reinforced cementitious composites
AQ Sobia, MS Hamidah, I Azmi, SFA Rafeeqi
Magazine of Concrete Research 67 (17), 923-937, 2015
132015
Investigation of versatility of theoretical prediction models for plain concrete confined with Ferrocement
SFA Rafeeqi, T Ayub
ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING) 12 (3), 337-352, 2011
112011
Behaviour of reinforced concrete beams strengthened in shear
SFA Rafeeqi, SH Lodi, ZR Wadalawala
Journal of Ferrocement 35 (1), 479, 2005
102005
Shear strength of normal and light weight reinforced concrete slender beams without web reinforcement
SH Ahmad, S Fareed, SFA Rafeeqi
Civil Engineering and Architecture 2 (1), 2014
72014
Aggregate characterization-an important step towards addressing construction issues in Pakistan
SM Zaidi, SFA Rafeeqi, MS Ali, AM Khan
First international conference on construction in developing countries …, 2008
62008
Behaviour of reinforced concrete beams detailed for shear in compliance with compressive force path method
SFA Rafeeqi, T Ayub
NED University Journal of Research 10 (1), 13, 2013
52013
Post Elevated Temperature Effect on the Strength and Microstructure of Thin High Performance Cementitious Composites (THPCC)
AQ Sobia, A Shyzleen, MS Hamidah, I Azmi, SFA Rafeeqi, S Ahmad
International Journal of Civil and Environmental Engineering 7 (2), 109-114, 2013
52013
Theoretical model for ultimate moment capacity of RC beams strengthened by unbonded reinforcement
SFA Rafeeqi
Arabian journal for science and engineering 37 (7), 1849-1870, 2012
52012
State-of-the-art review-behaviour of thin high performance cementitious composites (THPCC) at elevated temperatures
S Qazi, MS Hamidah, A Ibrahim, SFA Rafeeqi, S Ahmad
11th International Conference on Concrete Engineering and Technology 2012, 83-89, 2012
52012
Flexural behaviour of reinforced concrete beams strengthened by external unbonded reinforcement
SFA Rafeeqi
Heriot-Watt University, 2000
52000
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