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الأسم : د. أسعد البسطامي

الرتبة العلمية: أستاذ مساعد

المسمى الوظيفي: مساعد العميد لشؤون ضمان الجودة

المكتب 2322       الرقم الفرعي 2322

بريد الكتروني: asad.albostami@uop.edu.jo

التخصص: الهندسة المدنية

جامعة التخرج: جامعة مانشستر

تحميل السيرة الذاتية

المؤهل العلمي

    المؤهل العلمي

    الجامعة

    البلد

    سنة الحصول على المؤهل

    الجامعة الهاشمية
    الاردن
    2009
    الجامعة الأردنية
    الاردن
    2013
    جامعة مانشستر
    المملكه المتحدة
    2019



  • Journal Paper





      Asad S. Albostami; Zhangjian Wu; Lee Cunningham, " Assessment of cross-laminated timber panels by the state-space approach " , "Advances in Structural Engineering ",Vol.22,No., Advances in Structural Engineering , ----, 04/01/2019 :الملخص
      In this article, cross-laminated timber panels are investigated as a novel engineering application of the state-space approach. As cross-laminated timber is a laminated composite panel, the three-dimensional analytical method provided by the state-space approach offers the potential for improved acc




      Rwayda Kh. S. Al-Hamd, Martin Gillie, Lee Cunningham, Asad Shukri Albostami, " Novel shearhead reinforcement for slab-column connections subject to eccentric load and fire " , "Archives of Civil and Mechanical Engineering",Vol.19,No., Archives of Civil and Mechanical Engineering , -, 01/01/2019 :الملخص
      Traditional means of reinforcing concrete flat slab-column connections against punching shear, such as increasing slab thickness, or provision of shear links, all have drawbacks. This paper proposes a novel type of punching shear reinforcement in the form of a shearhead to enhance connection strengt




      Asad Shukri Albostami, Zhangjian Wu, Lee Cunningham, " Structural behaviour of cross-laminated timber panels by the state space approach " , "International Journal of Computational Methods and Experimental Measurements",Vol.5,No., WIT press, -, 11/01/2017 :الملخص
      in many structural applications. The growth in CLT uptake by the construction sector is likely to continue in line with the pressing need for sustainable construction. Although current design methods exist for CLT, often these have limits of applicability. In order to gain upmost efficiency, there i




      Asad Shukri Albostami, Zhangjian Wu and Zhenmin Zou, " State space approach with FEM for the determination of structural behaviour of composite plates " , "International Journal of Structural Integrity",Vol.8,No., International Journal of Structural Integrity, -, 07/01/2017 :الملخص
      Purpose An analytical investigation has been carried out for a simply supported rectangular plate with two different loading conditions by using 3D SSA. Also, the accurate location of the neutral plane through the thickness of the plate can be identified: the neutral plane is shifted away from the m




      Asad S Albostami, Zhangjian Wu and Lee Cunningham, " Elastic Response of CLT Panels using FE and Analytical Techniques " , "Canadian Journal of Civil Engineering",Vol.-,No., Canadian Journal of Civil Engineering, -, 10/15/2020 :الملخص
      Cross-Laminated Timber (CLT) is an engineered timber composite that is finding increasing structural application in construction today. Analysis of the structural behavior of CLT can be carried out by various analytical and numerical methods. Due to the complex behavior of CLT, use of numerical mode




      Asad S Albostami, Zhangjian Wu and Lee Cunningham, " New formulation of the state space approach for asymmetrically supported laminated composite plates " , "Mechanics of Advanced Materials and Structures",Vol.-,No., Taylor & Francis, UK, 04/10/2022 :الملخص
      The 3D state space approach (SSA) allows accurate description of composite plate behavior, regardless of plate thickness. A new formulation of the SSA is proposed here for the hitherto unexplored case of an asymmetrically supported plate. This solution takes into account all independent elastic cons


  • Conference paper





      Asad Shukri Albostami, Ghazi A. F. R. Abu-Farsakh, Yasser M. Hunaiti, Rwayda Kh. S. Al-Hamd, " Effect of Geometric Parameters on the Stress Concentration of Rectangular Laminated Composite Plates with Central Rectangular Hole under Transverse Loading " , "5th Aircraft Structural Design Conference",Vol.-,No., 5th Aircraft Structural Design Conference, -, 10/01/2016 :الملخص
      Size of hole, aspect ratio of plates and fibre orientation angle are very important parameters in the design of composite laminates. Presence of hole will redistribute in-plane stresses, concentrate the maximum stresses around the hole and affect the stress concentration factor (SCF). Accordingly, t




      Rwayda Kh. S. Al-Hamd, Martin Gillie, Yong C Wang and Asad Shukri Albostami, " Crack Propagation for Concrete Flat Plates Using XFEM Method " , "9th International Conference on Fracture Mechanics of Concrete and Concrete Structures",Vol.-,No., -, -, 05/01/2016 :الملخص
      Flat plate concrete structures are easy to construct and cheap to build. However, they are susceptible to a type of brittle failure known as “punchingshear”, where columns punch through the floor leading to progressive collapse. This is a particularly dangerous type of failure as it occ




      Asad Shukri Albostami, Zhangjian Wu and Zhenmin Zou, " Precise Determination of Structural Behaviour of Composite Plates " , " MACE PGR Conference",Vol.-,No., University of Manchester, -, 03/01/2016 :الملخص
      In this paper, state space approach (SSA) is used for the determination of structural behaviour of simply supported orthotropic composite plates under uniformly transverse loading. The response results obtained by using SSA are then compared with the numerical results from finite element method (FEM




      Asad Shukri Albostami, Zhangjian Wu and Zhenmin Zou, " State Space Approach with FEM for Composite Plates " , "5th EASN Association International Workshop on Aerostructures",Vol.-,No., 5th EASN Association International Workshop on Aerostructures, Manchester, UK, 09/01/2015 :الملخص
      In this paper, state space approach (SSA) and finite element method (FEM) are used for simply supported orthotropic composite plates under different types of loading. The results obtained by using SSA are compared with the numerical results from ABAQUS. The effect of the plate thickness on displacem
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