Seismic Behavior of Composite RCS Frame Systems

Experimental investigation of RCS connections performance using self-consolidated concrete

“…Lateral load-drift response, bearing stress intensity, joint shear internal forces at steel and concrete parts, and axial stresses in the joint stirrups were studied for those models. Some other studies on the behavior of these connections were performed by researchers such as Bugeja et al [15], Liang [16], Cordova et al [17], Noguchi et al [18], Luis et al [19], and Chou and Chen [20].…”

The Influence of Different Parameter on the Seismic Behavior of SRUHSC Frame

“…The detailed values of each stage are shown in Table 5. Although the ductility coefficient is relatively small, the story drift angle of elastic-plastic is between 1/29 and 1/45, which meets the requirement of the norm, that is, more than 1/50 [23,30]. Meanwhile, it is noticed from Table 5 that there is a certain distinction between the value of the positive and negative load in that the positive loading value is slightly higher than the value of the reverse loading.…”

Seismic Performance of RC Column-Steel Beam Connections for Large Columns

“…사용하여 접합부의 파괴를 유도하였다 [9], [10], [13] . 비교적 최 근에 이루어진 실험들은 보다 더 실무적인 목적으로, 강진지 역에서의 안전성을 검증하기 위하여 접합부를 충분히 강하 게 설계하고 보의 항복을 유도하였다 [16], [17], [18], [19], [20] . 한편, 접 합부와 보의 파괴를 동시에 유도한 실험은 제한적이었다 [10] .…”