AN EXPERIMENTAL STUDY ON INFLUENCE OF MULLION-TYPE WALL OF PREDOMINANT BENDING FAILURE IN LOAD-CARRYING CAPACITY AND DEFORMATION EFFICIENCY OF REINFORCED CONCRETE FRAME | Zendy

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AN EXPERIMENTAL STUDY ON INFLUENCE OF MULLION-TYPE WALL OF PREDOMINANT BENDING FAILURE IN LOAD-CARRYING CAPACITY AND DEFORMATION EFFICIENCY OF REINFORCED CONCRETE FRAME

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