Auteur Hong-Gun Park
Documents disponibles écrits par cet auteur (6)
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In-Rak Choi, Auteur ; Hong-Gun Park, Auteur |An experimental study was performed to investigate the cyclic behavior of walls that are composed of reinforced concrete boundary frames and thin steel infill plates. For this purpose, three-story steel plate infilled walls (SPIW) were tested. T[...]
Article : texte imprimé
Cheol-Ho Lee, Auteur ; Hong-Gun Park, Auteur ; Chang-Hee Park, Auteur |In this study, the cyclic seismic performance of a concrete-filled U-shaped steel beam to H-shaped steel column connections was experimentally evaluated. The concrete-filled U-shaped steel beams were compositely attached to the concrete floor sl[...]
Article : texte imprimé
Chang-Soo Kim, Auteur ; Hong-Gun Park, Auteur ; Kyung-Soo Chung, Auteur |Seven concrete-encased steel columns using high-strength steel (nominal yield strength fys=913 and 806 MPa) and high-strength concrete (cylinder compressive strength f′c=94 and 113 MPa) were tested to investigate the eccentric axial load-carryin[...]
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Tae-Sung Eom, Auteur ; Hong-Gun Park, Auteur |Longitudinal elongation develops in reinforced concrete members that exhibit flexural yielding during cyclic loading. The longitudinal elongation can decrease the shear strength and deformation capacity of the members. In the present study, nonl[...]
Article : texte imprimé
In-Rak Choi, Auteur ; Hong-Gun Park, Auteur |A hysteresis model for thin infill steel plates was developed to evaluate the nonlinear cyclic behavior of steel plate shear walls. Nonlinear finite-element analysis was performed for thin steel plates with a rigid boundary frame. Based on the a[...]
Article : texte imprimé
Hong-Gun Park, Auteur ; You-Ni Kim, Auteur ; Jin-Gyu Song, Auteur |An experimental study was performed to investigate the unbalanced moment-carrying capacity of slab-column connections reinforced with lattice shear reinforcement. Cyclic loading tests were performed on four specimens with this lattice shear rein[...]
