Experimental Evalutation of the Seismic Performance of WUF-W Moment Connections with a Modified Access Hole |
Han, Sang Whan
(Architectural Engineering, Hanyang University)
Jung, Jin (Architectural Engineering, Hanyang University) Moon, Ki-Hoon (Architectural Engineering, Hanyang University) Kim, Jin Won (Steel Structure Research Division, RIST) |
1 | Lee D, Cotton SC, Hajjar JF, Dexter RJ, Yee. Cyclic connections Reinforced by Alternative Column Stiffner Details I., Panel Zone Behavior and Doubler Plate Detailing. Engineering Journal. 2005a;42(4):189-214. |
2 | Lee D, Cotton SC, Hajjar JF, Dexter RJ, Yee. Cyclic connections Reinforced by Alternative Column Stiffner Details II., Panel Zone Behavior and Doubler Plate Detailing. Engineering Journal. 2005b; 42(4):215-238. |
3 | AISC. Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications. ANSI/AISC 358-05. American Institute of Steel Construction. Chicago. III. 2005. |
4 | Hwang SH, Moon KH, Han SW, Lee JY. Inelastic Cyclec Loading Test on Welded Unreinforced Flange-Welded Web(WUF-W) Moment Connections. Journal of Architectural Institute of Korea. 2010; 26(10):61-68. |
5 | Krawinkler H, Gupta A, Medina R, Luco N. Loading histories for seismic performance testing of SMRF components and assemblies. SAC Joint Venture. Sacramento. Calif. 2000;Report No. SAC/BD-00/10. |
6 | Lu LW, Ricles JM, Fisher JW. Critical issues in achieving ductile behaviour of welded moment connections. Journal of Constructional Steel Research. 2000;55:325-341. DOI ScienceOn |
7 | Mao C, Ricles J, Lu LW, Fisher J. Effect of local details on ductility of welded momnet connections. Journal of Structural Engineering. 2001;127(9):1036-1044. DOI ScienceOn |
8 | AWS. Structural Welding Code-Seismic Supplement. AWS D1.8/D1.8M, American Welding Society. Miami. FL. 2009. |
9 | AISC. Seismic provisions for structural steel buildings. ANSI/AISC 341-05. American Institute of Steel Construction. Chicago. Ill. 2005. |
10 | AISC. Specification for Structural Steel Buildings. ANSI /AISC 360-05. American Institute of Steel Construction. Chicago. Ill. 2005. |
11 | Ricles JM, Fisher JW, Lu LW, Kaufmann EJ. Development of improved welded moment connections for earthquake-resistant design. Journal of Structural Engineering. 2000; 58(19):565-604. |
12 | Ricles JM, Mao C, Lu LW, Fisher JW. Inelastic Cyclic Testing of Welded Unreinforced Moment Connections. Journal of Structural Engineering. 2002;128(4):429-440. DOI ScienceOn |
13 | El-Tawil S, Mikesell T, Vidarsson E, Kunnath SK. Strength and Ductility of FR Welded-Bolted Connections. SAC Joint Venture. 1998;Report No. SAC/BD-98/01. |
14 | Han SW, Kwon, Moon KH. Cyclic behaviour of post-Northrdge WUF-B connections. Jounal of Constructional Steel Research. 2000;63(3):365-374. |
15 | Ricles JM, Mao C, Lu LW, Fisher JW. Development and evaluation of improved ductile welded unreinforced flange connections. SAC Joint Venture, Sacramento, Calif. 2000;Rep. No. SAC/BD-00/24. |
16 | Youssef NFG, Bonowitz D, Gross JL. A survey of steel momnet resisting frame buildings affected by the 1994 Northridge earthquake. National Institute of Standard and Technology. 1995; Rep. No. NISTIR 5625. |