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Title |
Design Equation of Reinforced Concrete Walls for Opening Configurations
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Keywords |
버클링 ; 철근콘크리트벽체 ; 세장비 ; 축하중비 ; 개구부 ; 구조설계기준식 Buckling ; Reinforced concrete walls ; Slenderness ratio ; Axial strength ratio ; Openings ; Code method |
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Abstract |
12 trial-scale wall panels are tested and evaluated to investigate the ultimate load capacity of axially loaded concrete walls with various opening configurations. The experimental tests have been undertaken to obtain data for the modification of existing equations. A new design equation has been generated using the precise test data and it incorporates the unique length factors. This new design equation for concrete walls with openings is then compared with existing code formulae.
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