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Abdullah alghossoon
Abdullah alghossoon
Assistant Professor in Civil Engineering, The Hashemite University
Verified email at hu.edu.jo - Homepage
Title
Cited by
Cited by
Year
Sustainability of using steel fibers in reinforced concrete deep beams without stirrups
G Almasabha, Y Murad, A Alghossoon, E Saleh, A Tarawneh
Sustainability 15 (6), 4721, 2023
122023
Optimal allocation of material and slenderness limits for the rectangular concrete-filled columns
E Saleh, A Alghossoon, A Tarawneh
Journal of Constructional Steel Research 193, 107283, 2022
92022
Hybrid data-driven machine learning framework for determining prestressed concrete losses
A Tarawneh, E Saleh, G Almasabha, A Alghossoon
Arabian Journal for Science and Engineering 48 (10), 13179-13193, 2023
72023
Shear strength of circular concrete-filled tube (CCFT) members using human-guided artificial intelligence approach
A Alghossoon, A Tarawneh, G Almasabha, Y Murad, E Saleh, ...
Engineering Structures 282, 115820, 2023
42023
Rectangular filled composite members made from high strength materials: behavior and design of columns and beams
A Alghossoon, A Varma
Thin-Walled Structures 185, 110641, 2023
42023
Analysis and Design of High-Strength Steel and Composite Members
AM Alghossoon
Purdue University Graduate School, 2021
42021
The interaction of section and member slenderness on the behavior of high strength composite filled tube (CFT) members
AM Alghossoon, AH Varma
Proceedings of the Annual Stability Conference Structural Stability Research …, 2020
42020
Fiber-based model for simulating strength and stiffness deterioration of high-strength steel beams
A Alghossoon, AH Varma
Thin-Walled Structures 183, 110432, 2023
32023
Sustainability of Using Steel Fibers in Reinforced Concrete Deep Beams without Stirrups. Sustainability 2023, 15, 4721
G Almasabha, Y Murad, A Alghossoon, E Saleh, A Tarawneh
22023
Machine Learning Prediction Model for Shear Capacity of FRP-RC Slender and Deep Beams
A Tarawneh, A Alghossoon, E Saleh, G Almasabha, Y Murad, ...
Sustainability 14 (23), 15609, 2022
22022
A critical assessment of existing prediction models on the shear capacity of recycled aggregate concrete beams
E Saleh, A Tarawneh, A Alghossoon
Innovative Infrastructure Solutions 7 (4), 239, 2022
22022
Data-driven machine learning methodology for designing slender FRP-RC columns
A Tarawneh, G Almasabha, E Saleh, A Alghossoon, O Alajarmeh
Structures 57, 105207, 2023
12023
Shear strength prediction of concrete beams reinforced with FRP bars and stirrups using gene expression programming
Y Murad, E Saleh, A Tarawneh, G Almasabha, A Alghossoon
Sustainability 15 (8), 6335, 2023
12023
Punching Shear of FRP-RC Slab–Column Connections: A Comprehensive Database
Y Almomani, R Alawadi, A Tarawneh, A Alghossoon, A Aldiabat
Journal of Composites Science 8 (4), 145, 2024
2024
Generalizing AISC360–22's high-strength CFT member design equations for economical and safety-enhanced design
A Alghossoon, A Tarawneh, M Hatamleh, M Alhusban
Journal of Constructional Steel Research 215, 108541, 2024
2024
Unified two-way shear model for steel and FRP-RC slabs: Evaluation and reliability calibration
A Tarawneh, RJ Alawadi, H Almahmood, E Saleh, A Al-Asi, A Alghossoon
Results in Engineering 21, 101790, 2024
2024
Modified Shear Design Model for Steel-and Fiber-Reinforced Polymer-Reinforced Concrete Beams
AN Tarawneh, EF Saleh, AM Alghossoon, GS Almasabha, OS Alajarmeh, ...
ACI Structural Journal 121 (1), 147-158, 2024
2024
Beam-column behavior and design equations for high-strength composite filled tube (CFT) members: Investigating the interaction between section and member slenderness ratio
A Alghossoon, A Varma
Journal of Building Engineering 80, 107943, 2023
2023
Proposing a one-way shear design model for FRP-RC members: Evaluation and reliability calibration
A Tarawneh, E Saleh, A Alghossoon, MZ Naser
Engineering Structures 292, 116527, 2023
2023
Automated analysis and design for recycled aggregate reinforced concrete beams
E Saleh, Y Murad, A Tarawneh, A Alghossoon, G Almasabha
Structural Concrete, 2023
2023
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