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Volumn 20, Issue 4-6, 1998, Pages 364-371

Analysis and design problems for PR composite frames subjected to seismic loads

Author keywords

Composite connections; Connections; Partially restrained connections; Seismic design; Steel frames

Indexed keywords

COMPOSITE STRUCTURES; CONNECTORS (STRUCTURAL); DYNAMIC LOADS; EARTHQUAKE RESISTANCE; EARTHQUAKES; MATHEMATICAL MODELS; STEEL STRUCTURES; STRUCTURAL DESIGN;

EID: 0032044473     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(97)00149-1     Document Type: Article
Times cited : (23)

References (20)
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    • Leon, R. T., Hoffman, J. and Staeger, T. 'Design of partially-restrained composite connections', AISC Design Guide 9, American Institute of Steel Construction, Chicago, 1996
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  • 2
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    • Effect of floor slabs on the performance of steel moment connections
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    • Leon, R. T., Hajjar, J. F. and Shield, C. K. 'Effect of floor slabs on the performance of steel moment connections', Paper no. 656, Proc. IIWCEE, Elsevier, 1996 (CD/ROM format)
    • (1996) Proc. IIWCEE
    • Leon, R.T.1    Hajjar, J.F.2    Shield, C.K.3
  • 3
    • 0013257671 scopus 로고
    • Composite connections
    • P. Dowling, J. Harding and R. Bjorhovde (Eds), Elsevier, London
    • Leon, R. T. and Zandonini, R. 'Composite connections', in Steel Design: An International Guide, P. Dowling, J. Harding and R. Bjorhovde (Eds), Elsevier, London, 1992, pp. 501-522
    • (1992) Steel Design: An International Guide , pp. 501-522
    • Leon, R.T.1    Zandonini, R.2
  • 6
    • 0003725738 scopus 로고
    • Data base of steel beam-to-column connections
    • School of Civil Engineering, Purdue University, West Lafayette, IN
    • Kishi, N. and Chen, W. F. 'Data base of steel beam-to-column connections', Vols 1 and 2, Structural Engineering Report no. CE-STR-86-26, School of Civil Engineering, Purdue University, West Lafayette, IN, 1986
    • (1986) Structural Engineering Report No. CE-STR-86-26 , vol.1-2
    • Kishi, N.1    Chen, W.F.2
  • 8
    • 0042659563 scopus 로고    scopus 로고
    • Seismic performance of bolted and riveted connections
    • FEMA 288 (SAC-09-95), FEMA, Washington, DC.
    • Leon, R. T. 'Seismic performance of bolted and riveted connections', in Background Reports, FEMA 288 (SAC-09-95), FEMA, Washington, DC., pp. 5:1-83
    • Background Reports , pp. 51-83
    • Leon, R.T.1
  • 10
    • 0027790392 scopus 로고
    • Seismic resistance of steel composite frame structures
    • Plummier, A. and Schleich, I. B. 'Seismic resistance of steel composite frame structures', J. Construct. Steel Res. 1993, 27 (1-3), 159-176
    • (1993) J. Construct. Steel Res. , vol.27 , Issue.1-3 , pp. 159-176
    • Plummier, A.1    Schleich, I.B.2
  • 11
  • 12
    • 0024065847 scopus 로고
    • Strength of steel frames using partial composite girders
    • Zaremba, C. 'Strength of steel frames using partial composite girders', J. Struct. Engng, ASCE, 1988, II 4 (8), 1741-1760
    • (1988) J. Struct. Engng, ASCE , vol.2-4 , Issue.8 , pp. 1741-1760
    • Zaremba, C.1
  • 15
    • 0029222465 scopus 로고
    • Performance of semi-rigid frames
    • ASCE, New York
    • Leon, R. T. and Shin, K. J. 'Performance of semi-rigid frames', Structures Congr. XIII, Vol. 1, ASCE, New York, 1995, pp. 1020-1035
    • (1995) Structures Congr. XIII , vol.1 , pp. 1020-1035
    • Leon, R.T.1    Shin, K.J.2
  • 17
    • 0041657695 scopus 로고
    • Connection influence on the elastic and inelastic behavior of steel frames
    • STESSA '94, F. M. Mazzolani, and V. Giouncu (Eds), E & FN Spon, London
    • Faella, C., Piluso, V. and Rizzano, G. 'Connection influence on the elastic and inelastic behavior of steel frames', in Behavior of steel structures in seismic areas, STESSA '94, F. M. Mazzolani, and V. Giouncu (Eds), E & FN Spon, London, 1995
    • (1995) Behavior of Steel Structures in Seismic Areas
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  • 18
    • 0041657695 scopus 로고
    • Connection influence on the seismic behavior of steel frames
    • STESSA '94, F. M. Mazzolani and V. Giouncu (Eds), E & FN Spon, London
    • Faella, C., Piluso, V. and Rizzano, G. 'Connection influence on the seismic behavior of steel frames', in Behavior of Steel Structures in Seismic Areas, STESSA '94, F. M. Mazzolani and V. Giouncu (Eds), E & FN Spon, London, 1995
    • (1995) Behavior of Steel Structures in Seismic Areas
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  • 19
    • 0042158605 scopus 로고    scopus 로고
    • Design of partially restrained frames for seismic loads
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  • 20
    • 0042659561 scopus 로고
    • Prediction of the seismic behavior of semi-rigid steel frames
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    • (1994) COST C I Workshop
    • Mazzolani, F.1    Piluso, V.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.