| VULNERABILITY REDUCTION OF STEEL MOMENT RESISTING FRAMES BY MEANS OF REDUCED BEAM SECTION
ROSARIO MONTUORI |
| INTERACTION STRENGTH FOR CHS-TOLONGITUDINAL PLATE JOINTS UNDER AXIAL LOAD AND IN-PLANE BENDING MOMENT
HEE-DU LEE, SWOO-HEON LEE, DA-SOM CHU, HYE-MIN SHIN, KYUNG-JAE SHIN, HONG-JIN KIM, and WOO-BUM KIM |
| EXPERIMENTAL STUDY OF BEAMS WITH EMBOSSED WEB
KYUNG-JAE SHIN, HAN-MIN PARK, WHA-JUNG KIM, IL-SOO CHAE, and HYUNG-SEOK KIM |
| MOMENT AMPLIFICATION FACTOR OF BEAM-COLUMNS WITH INITIAL DEFLECTION
HARUNA UTSUNOMIYA, MASAYUKI HARAGUCHI, MASAE KIDO, and KEIGO TSUDA |
| EXPERIMENTAL STUDY ON H-SHAPED STEEL BEAM WITH CONTINUOUS BRACING SUBJECTED TO END MOMENT
MASAE KIDO, MAO LIU, KAZUAKI HOKI, YOICHI ONOMIYA, and KEIGO TSUDA |
| STABILITY EVALUATION OF STEEL BRACED FRAMES UNDER INELASTIC CYCLIC LOADING
IRAJ H. P. MAMAGHANI |
| BEHAVIORS OF SLIP-CRITICAL BOLTS IN COMBINATION WITH FILLET WELDS
HEUI-YUNG CHANG, CHING-YU YEH, and CHIA-YU CHEN |
| AUTOMATION OF A STEEL WALL FRAMING ASSEMBLY
EDGAR TAMAYO, MICHAEL BARDWELL, AHMED QURESHI, and MOHAMED AL-HUSSEIN |
| HEAVYLIFTING OPERATIONS FOR THE ASSEMBLY OF THE ARCH OF BRIDGE REPLACEMENT
JUAN J. MARTI, ALVARO SAENZ, JAVIER MARTÍNEZ, JOSE L. SALAMANCA, and SALVADOR SALAMANCA |
| SEISMIC PERFORMANCE OF SIX-STORY FABRICATED STEEL FRAMES UNDER PSEUDO-DYNAMIC TESTING
CAO ZHENGGANG, WAN ZONGSHUAI, LIU HAN, DU PENG, and FAN FENG |
