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    Analysis of Non-Yielding Basement Wall Adjacent to Strip Footing 

    Touqan, Majid Omar (2016-05)
    Foundation depth below the ground surface is one of the major factors that contributes to the bearing capacity and settlement of shallow foundation. Hence, it is common to find adjacent buildings on shallow foundations ...
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    Evaluation of the bending properties of profiled skin structure 

    Al Qaraghuli, Hassan (2016-01)
    This research is focused on developing a representative testing method for structural skin panels. The profiled panels are widely used in many applications used in warehouses and factories. They are mainly used as roof or ...

    Nonlinear FEA of Soil-Structure-Interaction Effects on RC Shear-Wall Structures 

    Saadi, Dina (2018-05)
    Considering Soil-Structure-Interaction (SSI) is essential when evaluating the structural system’s response as it can unveil behaviors that are otherwise not accounted for in fixed-base (FB) systems. Nonlinear Finite Element ...
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    Predicting the Fatigue Failure of Fiber Reinforced Composite Materials Using Artificial Neural Networks 

    Al Assadi, Mohamed (2009-09)
    Artificial Neural Networks (ANN) have recently been used in modeling the mechanical behavior of fiberreinforced composite materials. ANN have also been successfully used in predicting the fatigue behavior of a certain ...
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    Development and Evaluation of Nano-silica Sustainable Concrete 

    Alqamish, Habib Hassan Abdulla (2017-05)
    The concrete industry is one of the main contributors in the emission of carbon dioxide. Yet, it is the most used man-made material. In the past few decades, different pozzolanic materials were used as a partial replacement ...
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    Intelligent Multi-Sensor Process Condition Monitoring 

    Hammad, Firas (2007-12)
    Loss of production and machine breakdown are critical challenges facing modern machining. The main objective of this work is to develop an intelligent multi-sensor process condition monitoring that is able to predict the ...
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    Retrofitting of Composite Steel Beams Pre-Damaged in Flexure using Fiber Reinforced Polymers 

    Karam, Ehab Clovis (2015-05)
    The demand for the use of carbon-fiber-reinforced polymer (CFRP) composite sheets and plates is exponentially increasing in the rehabilitation of deteriorating steel-concrete composite beams across the Globe. The aim of ...
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    Strength and Ductility of Axially Loaded RC Short Columns Confined with CFRP and GFRP Wraps 

    Al-Karaghool, Haider Osamah (2013-01)
    With the evolution of technology, construction industry has witnessed enormous advancement in the production of concrete and construction materials. Such materials have helped the community to produce structures that consume ...
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    Testing and Assessment of Protocols and Systems Modeled as Extended Finite State Machines 

    Salameh, Tariq Mohammad (2013-06)
    Developing and selecting an appropriate test suite is an important issue for testing implementations of protocols and other reactive software systems. Many methods are known for the derivation of test suites based on a ...
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    Effect of Cooling Rate on the Mechanical Properties of Glass Fiber Polypropylene Composites 

    Kabbani, Mohammed S. (2017-01)
    Composite materials have been widely used in the recent years in almost all of the industries specially the high technology industries. Properties of the thermoplastic-based composites are affected by their processing ...
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    AuthorAbdulkatib, Wisam J. (1)Abedi, Saber (1)Abu-Obeidah, Adi Salman (1)Abuodeh, Omar Raed (1)Al Assadi, Mohamed (1)Al Hawarneh, Alaa Maher (1)Al Qaraghuli, Hassan (1)Al-Karaghool, Haider Osamah (1)Al-Mimar, Mustafa Adel Muhsin (1)Aldabagh, Saif Maad (1)... View MoreSubject
    Testing (38)
    Reinforced concrete (8)Concrete beams (7)CFRP (6)Carbon fiber-reinforced plastics (5)Neural networks (Computer science) (5)Concrete (4)Fiber-reinforced plastics (4)Carbon Fiber Reinforced Polymer (CFRP) (3)Columns, Concrete (3)... View MoreDate Issued2010 - 2019 (36)2007 - 2009 (2)Has File(s)Yes (38)

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