Iraqi Academic Scientific Journals

ANALYSIS OF MULTI-LAYER COMPOSITE SIMPLY SUPPORTED BEAM UNDER BLAST LOADING

Ahmed T. Al – Ejbari, Khaleel I. Aziz

Anbar Journal of Engineering Sciences, 2008, Volume 1, Issue 1, Pages 98-117

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Free Vibration of Simply Supported Beam on Elastic Foundations

Adel A. Al-Azzawi

Al-Nahrain Journal for Engineering Sciences, 2017, Volume 20, Issue 2, Pages 353-357

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Study The Effect Of Different Common Beam Sections Having A Constant Cross Sectional Area On The Critical Buckling Load

Abdul-Wahab Hassan, Sabah Khammass Hussein, Ammar Azeez Mahdi

University of Thi-Qar Journal for Engineering Sciences, 2014, Volume 5, Issue 2, Pages 72-92

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Study The Effect Of Different Common Beam Sections Having A Constant Cross Sectional Area On The Critical Buckling Load

Abdul-Wahab Hassan Khuder, Sabah Khammass Hussein, Ammar Azeez Mahdi

University of Thi-Qar Journal for Engineering Sciences, 2015, Volume 6, Issue 1, Pages 121-141

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Absolute Maximum Bending Moment in Short Simply Supported Beams under Moving Point Loads

Layla Ali Ghaleb Yaseen

Engineering and Technology Journal, 2012, Volume 30, Issue 16, Pages 2811-2833

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TRANSIENT STRESS ANALYSIS OF SIMPLY SUPPORT BEAM EXCITED UNDER MOVING LOAD

Saddiq Emad Sadiq, Dr. Ali Raad Hassan

Al-Qadisiyah Journal for Engineering Sciences, 2016, Volume 9, Issue 3, Pages 331-348

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Effect of Length of Symmetrical Cantilever Edges on The Absolute Maximum Bending Moment in Uniformly Loaded Simply Supported Reinforced Concrete Beams

Talib Abdul Jabbar AL-Eyssawi

Journal of University of Babylon, 2017, Volume 25, Issue 1, Pages 129-144

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ANALYSIS OF MULTI-LAYER COMPOSITE SIMPLY SUPPORTED BEAM UNDER BLAST LOADING

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Free Vibration of Simply Supported Beam on Elastic Foundations

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Study The Effect Of Different Common Beam Sections Having A Constant Cross Sectional Area On The Critical Buckling Load

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Study The Effect Of Different Common Beam Sections Having A Constant Cross Sectional Area On The Critical Buckling Load

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Absolute Maximum Bending Moment in Short Simply Supported Beams under Moving Point Loads

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TRANSIENT STRESS ANALYSIS OF SIMPLY SUPPORT BEAM EXCITED UNDER MOVING LOAD

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Effect of Length of Symmetrical Cantilever Edges on The Absolute Maximum Bending Moment in Uniformly Loaded Simply Supported Reinforced Concrete Beams

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