Optimum design of single core shear wall
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S.S. Al-Mosawi; M.P. Saka
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Article
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1999
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Elsevier Science
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English
β 525 KB
Design of reinforced concrete thin walled open sections subjected to combined loading such as axial force, biaxial bending moment and torsional moment is cumbersome. This is due to the fact that such structures possess very little torsional rigidity and the plane cross section does not remain plane