Abstract: The effective width of slab to be used for the case of lateral loading has not been explicitly addressed in design codes. Ignoring the slab contribution to the flexural capacity of the beams leads to a significant ...

Abstract: This paper presents the test results of three moment‐resisting connections between precast beam‐column elements designed for regions of moderate to high seismicity. The specimens are subjected to cyclic lateral load reversals ...

Abstract: The performance of moment‐resisting connections between precast columns and precast partially prestressed beams was investigated. The specimens represented exterior beam‐column joints. The only variable among the specimens ...

Abstract: This paper summarizes the results of four test series on reinforced concrete beam‐column‐slab connections. The method of force distribution in these connections is discussed. A comparison of the results, explanations for ...