메뉴 건너뛰기




Volumn 65, Issue 6, 2009, Pages 1316-1322

Collapse analysis of steel moment frames with various seismic connections

Author keywords

Progressive collapse; Seismic connections; Seismic performance

Indexed keywords

FLANGES; METAL ANALYSIS; SEISMIC WAVES; STEEL; STRUCTURAL DYNAMICS; WELDING;

EID: 63649159000     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jcsr.2008.11.006     Document Type: Article
Times cited : (75)

References (21)
  • 1
    • 63649085744 scopus 로고    scopus 로고
    • FEMA 350. Recommended seismic design criteria for new steel moment-frame buildings. Washington (DC): Federal Emergency Management Agency; 2000
    • FEMA 350. Recommended seismic design criteria for new steel moment-frame buildings. Washington (DC): Federal Emergency Management Agency; 2000
  • 2
    • 63649126311 scopus 로고    scopus 로고
    • FEMA 351. Recommended seismic evaluation and upgrade criteria for existing welded steel moment-frame buildings. Washington (DC): Federal Emergency Management Agency; 2000
    • FEMA 351. Recommended seismic evaluation and upgrade criteria for existing welded steel moment-frame buildings. Washington (DC): Federal Emergency Management Agency; 2000
  • 3
    • 0036539267 scopus 로고    scopus 로고
    • Inelastic cyclic testing of welded unreinforced moment connections
    • Ricles J.M., Mao C., Lu L.W., and Fisher J.W. Inelastic cyclic testing of welded unreinforced moment connections. Journal of Structural Engineering 128 4 (2002) 429-440
    • (2002) Journal of Structural Engineering , vol.128 , Issue.4 , pp. 429-440
    • Ricles, J.M.1    Mao, C.2    Lu, L.W.3    Fisher, J.W.4
  • 4
    • 0036539946 scopus 로고    scopus 로고
    • Experimental evaluation of cyclically loaded reduced beam section moment connections
    • Jones S.L., Fry G.T., and Engelhardt M.D. Experimental evaluation of cyclically loaded reduced beam section moment connections. Journal of Structural Engineering 128 4 (2002) 441-451
    • (2002) Journal of Structural Engineering , vol.128 , Issue.4 , pp. 441-451
    • Jones, S.L.1    Fry, G.T.2    Engelhardt, M.D.3
  • 8
    • 34247237838 scopus 로고    scopus 로고
    • Collapse behavior of steel special moment resisting frame connections
    • Khandelwal K., and El-Tawil S. Collapse behavior of steel special moment resisting frame connections. Journal of Structural Engineering 133 5 (2007) 646-655
    • (2007) Journal of Structural Engineering , vol.133 , Issue.5 , pp. 646-655
    • Khandelwal, K.1    El-Tawil, S.2
  • 9
    • 67049146269 scopus 로고    scopus 로고
    • Evaluation of progressive collapse potential of steel moment frames considering catenary action
    • in press
    • Kim J, An D. Evaluation of progressive collapse potential of steel moment frames considering catenary action. The structural design of tall and special buildings [in press]
    • The structural design of tall and special buildings
    • Kim, J.1    An, D.2
  • 10
    • 56549122877 scopus 로고    scopus 로고
    • Assessment of progressive collapse-resisting capacity of steel moment frames
    • Kim J., and Kim T. Assessment of progressive collapse-resisting capacity of steel moment frames. Journal of Constructional Steel Research 65 1 (2009) 169-179
    • (2009) Journal of Constructional Steel Research , vol.65 , Issue.1 , pp. 169-179
    • Kim, J.1    Kim, T.2
  • 11
    • 63649098705 scopus 로고    scopus 로고
    • Investigation of progressive collapse-resisting capability of steel moment frames using push-down analysis
    • in press
    • Kim J, Kim T. Investigation of progressive collapse-resisting capability of steel moment frames using push-down analysis. Journal of Performance of Constructed Facilities [in press]
    • Journal of Performance of Constructed Facilities
    • Kim, J.1    Kim, T.2
  • 15
    • 63649120850 scopus 로고    scopus 로고
    • Korean building code (KBC). Architectural institute of Korea; 2005 [in Korean]
    • Korean building code (KBC). Architectural institute of Korea; 2005 [in Korean]
  • 16
    • 27644464144 scopus 로고    scopus 로고
    • International Code Council Inc., Birmingham, AL
    • ICC. International building code (2006), International Code Council Inc., Birmingham, AL
    • (2006) International building code
    • ICC1
  • 18
    • 63649120429 scopus 로고    scopus 로고
    • GSA. Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects. Washington (DC): The U.S. general services administration; 2003
    • GSA. Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects. Washington (DC): The U.S. general services administration; 2003
  • 19
    • 63649093205 scopus 로고    scopus 로고
    • FEMA 356. Prestandard and commentary for the seismic rehabilitation of buildings. Washington (DC): Federal Emergency Management Agency; 2000
    • FEMA 356. Prestandard and commentary for the seismic rehabilitation of buildings. Washington (DC): Federal Emergency Management Agency; 2000
  • 21
    • 0003584121 scopus 로고    scopus 로고
    • Development of ground motion time histories for phase 2 of the fema/sac steel project. background document
    • Report no. SAC/BD-97/04
    • Somerville P, Smith N, Puntamurthula S, Sun J. Development of ground motion time histories for phase 2 of the fema/sac steel project. background document. Report no. SAC/BD-97/04. 1997
    • (1997)
    • Somerville, P.1    Smith, N.2    Puntamurthula, S.3    Sun, J.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.