메뉴 건너뛰기




Volumn 131, Issue 4, 2005, Pages 529-540

Seismic performance of post-tensioned steel moment resisting frames with friction devices

Author keywords

Building frames; Connections; Friction; Post tensioning; Seismic response; Steel

Indexed keywords

BUILDING FRAMES; CONNECTIONS (STRUCTURAL); POST TENSIONING; SEISMIC RESPONSES;

EID: 15944393214     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2005)131:4(529)     Document Type: Article
Times cited : (309)

References (22)
  • 1
    • 0002020260 scopus 로고
    • Model precast concrete beam-to-column connections subject to cyclic loading
    • Cheok, G., and Lew, H. (1993). "Model precast concrete beam-to-column connections subject to cyclic loading." PCI J., 38(4), 80-92.
    • (1993) PCI J. , vol.38 , Issue.4 , pp. 80-92
    • Cheok, G.1    Lew, H.2
  • 3
    • 0003206816 scopus 로고    scopus 로고
    • Posttensioned energy dissipating connections for moment-resisting steel frames
    • Christopoulos, C., Filiatrault, A., Uang, C. M., and Folz, B. (2002b)." Posttensioned energy dissipating connections for moment-resisting steel frames." J. Struct. Eng., 128(9), 1111-1120.
    • (2002) J. Struct. Eng. , vol.128 , Issue.9 , pp. 1111-1120
    • Christopoulos, C.1    Filiatrault, A.2    Uang, C.M.3    Folz, B.4
  • 10
    • 0003826055 scopus 로고    scopus 로고
    • Falls Church, Va
    • International Code Council (ICC). (2000). International Building Code. Falls Church, Va.
    • (2000) International Building Code
  • 12
    • 0039708361 scopus 로고
    • Rep. No. PRESSS-94/ 01, Dept. of Applied Mechanics and Engineering Sciences, Structural Systems, Univ. of California, San Diego
    • MacRae, G., and Priestley, M. (1994). "Precast post-tensioned ungrouted concrete beam-column subassemblage tests." Rep. No. PRESSS-94/ 01, Dept. of Applied Mechanics and Engineering Sciences, Structural Systems, Univ. of California, San Diego.
    • (1994) Precast Post-tensioned Ungrouted Concrete Beam-column Subassemblage Tests
    • MacRae, G.1    Priestley, M.2
  • 13
    • 67349089178 scopus 로고    scopus 로고
    • Ductile connections for precast concrete frame systems
    • Paper No. SP162-13, ACI SP 162, American Concrete Institute, Farmington Hills, Mich.
    • Palmieri, L., Sagan, E., French, C., and Kreger, M. (1997). "Ductile connections for precast concrete frame systems." Proc. Mete A. Sozen Symp., Paper No. SP162-13, ACI SP 162, American Concrete Institute, Farmington Hills, Mich., 313-355.
    • (1997) Proc. Mete A. Sozen Symp. , pp. 313-355
    • Palmieri, L.1    Sagan, E.2    French, C.3    Kreger, M.4
  • 15
    • 0003514892 scopus 로고
    • Rep. No. UCB/ SEMM-93/17 & 18, Structural Engineering Mechanics and Materials, Dept. of Civil Engineering, Univ. of California, Berkeley, Calif.
    • Prakash, V., Powell, G., and Campbell, S. (1993). "DRAIN-2DX base program description and user guide, Version 1.0." Rep. No. UCB/ SEMM-93/17 & 18, Structural Engineering Mechanics and Materials, Dept. of Civil Engineering, Univ. of California, Berkeley, Calif.
    • (1993) DRAIN-2DX Base Program Description and User Guide, Version 1.0
    • Prakash, V.1    Powell, G.2    Campbell, S.3
  • 16
    • 0035253019 scopus 로고    scopus 로고
    • Posttensioned seismic-resistant connections for steel frames
    • Rides, J., Sause, R., Garlock, M., and Zhao, C. (2001). "Posttensioned seismic-resistant connections for steel frames." J. Struct. Eng., 127(2), 113-121.
    • (2001) J. Struct. Eng. , vol.127 , Issue.2 , pp. 113-121
    • Rides, J.1    Sause, R.2    Garlock, M.3    Zhao, C.4
  • 17
    • 4544244680 scopus 로고    scopus 로고
    • Experimental evaluation of earthquake resistant posttensioned steel connections
    • Rides, J., Sause, R., Peng, S. W., and Lu, L. W. (2002). "Experimental evaluation of earthquake resistant posttensioned steel connections." J. Struct. Eng., 128(7), 850-859.
    • (2002) J. Struct. Eng. , vol.128 , Issue.7 , pp. 850-859
    • Rides, J.1    Sause, R.2    Peng, S.W.3    Lu, L.W.4
  • 18
    • 15944388256 scopus 로고    scopus 로고
    • State of the art report connection performance
    • Federal Emergency Management Agency (FEMA), Washington, D.C.
    • Roeder, C. W. (2000). "State of the art report connection performance." Bulletin No. 355D, Federal Emergency Management Agency (FEMA), Washington, D.C.
    • (2000) Bulletin No. 355D , vol.355 D
    • Roeder, C.W.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.