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Semi Empirical Equation for Peak Shears Strength of Rectangular Reinforced Concrete Walls with Aspect Ratio Less or Equal to One
Semi Empirical Equation for Peak Shears Strength of Rectangular Reinforced Concrete Walls with Aspect Ratio Less or Equal to One
Semi Empirical Equation for Peak Shears Strength of Rectangular Reinforced Concrete Walls with Aspect Ratio Less or Equal to One
Kezmane, A. (Autor:in) / Boukais, S. (Autor:in) / Hamizi, M. (Autor:in) / Chen, Chaohe
International conference; 4th, Civil engineering, architecture and building materials; Advances in civil structures IV: selected, peer reviewed papers from the 4th international conference (CEABM 2014) Part 2 ; 2014 ; Haikou, China
01.01.2014
7 pages
Includes bibliographical references and index. Part 2 of 2
Aufsatz (Konferenz)
Englisch
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