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نمایش تعداد 1-10 از 27

Behaviour of eccentric loading of FRP confined fibre steel reinforced concrete columns

نوع: Journal Paper

نویسنده : Muhammad N.S. Hadi

ناشر: Elsevier Science

سال: 2009

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Comparative study of eccentrically loaded FRP wrapped columns

نوع: Journal Paper

نویسنده : Muhammad N.S. Hadi

ناشر: Elsevier Science

سال: 2006

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Experimental investigation of composite beams reinforced with GFRP I-beam and steel bars

نوع: Journal Paper

نویسنده : Muhammad N.S. Hadi; Jian Song Yuan

سال: 2017

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Experimental Investigation of GFRP-Reinforced and GFRP-Encased Square Concrete Specimens under Axial and Eccentric Load, and Four-Point Bending Test

نوع: Journal Paper

نویسنده : Muhammad N. S. Hadi; Jim Youssef

سال: 2016

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Investigating the optimal passive and active vibration controls of adjacent buildings based on performance indices using genetic algorithms

نوع: Journal Paper

نویسنده : Muhammad N.S. Hadi; Mehmet E. Uz

سال: 2014

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Predicting Stress and Strain of FRP-Confined Square/Rectangular Columns Using Artificial Neural Networks

نوع: Journal Paper

نویسنده : Thong M. Pham; Muhammad N. S. Hadi

سال: 2014

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Retrofitting nonseismically detailed exterior beam–column joints using concrete covers together with CFRP jacket

نوع: Journal Paper

نویسنده : Muhammad N.S. Hadi; Tung Minh Tran

سال: 2014

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Optimal design of semi active control for adjacent buildings connected by MR damper based on integrated fuzzy logic and multi-objective genetic algorithm

نوع: Journal Paper

نویسنده : Mehmet E. Uz; Muhammad N.S. Hadi

سال: 2014

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Seismic rehabilitation of reinforced concrete beam–column joints by bonding with concrete covers and wrapping with FRP composites

نوع: Journal Paper

نویسنده : Muhammad N. S. Hadi; Tung M. Tran

سال: 2015

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Stress Prediction Model for FRP Confined Rectangular Concrete Columns with Rounded Corners

نوع: Journal Paper

نویسنده : Thong M. Pham; Muhammad N. S. Hadi

سال: 2014

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Behaviour of eccentric loading of FRP confined fibre steel reinforced concrete columns

Comparative study of eccentrically loaded FRP wrapped columns

Experimental investigation of composite beams reinforced with GFRP I-beam and steel bars

Experimental Investigation of GFRP-Reinforced and GFRP-Encased Square Concrete Specimens under Axial and Eccentric Load, and Four-Point Bending Test

Investigating the optimal passive and active vibration controls of adjacent buildings based on performance indices using genetic algorithms

Predicting Stress and Strain of FRP-Confined Square/Rectangular Columns Using Artificial Neural Networks

Retrofitting nonseismically detailed exterior beam–column joints using concrete covers together with CFRP jacket

Optimal design of semi active control for adjacent buildings connected by MR damper based on integrated fuzzy logic and multi-objective genetic algorithm

Seismic rehabilitation of reinforced concrete beam–column joints by bonding with concrete covers and wrapping with FRP composites

Stress Prediction Model for FRP Confined Rectangular Concrete Columns with Rounded Corners

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Behaviour of eccentric loading of FRP confined fibre steel reinforced concrete columns

Comparative study of eccentrically loaded FRP wrapped columns

Experimental investigation of composite beams reinforced with GFRP I-beam and steel bars

Experimental Investigation of GFRP-Reinforced and GFRP-Encased Square Concrete Specimens under Axial and Eccentric Load, and Four-Point Bending Test

Investigating the optimal passive and active vibration controls of adjacent buildings based on performance indices using genetic algorithms

Predicting Stress and Strain of FRP-Confined Square/Rectangular Columns Using Artificial Neural Networks

Retrofitting nonseismically detailed exterior beam–column joints using concrete covers together with CFRP jacket

Optimal design of semi active control for adjacent buildings connected by MR damper based on integrated fuzzy logic and multi-objective genetic algorithm

Seismic rehabilitation of reinforced concrete beam–column joints by bonding with concrete covers and wrapping with FRP composites

Stress Prediction Model for FRP Confined Rectangular Concrete Columns with Rounded Corners