SCOPUS 정보 검색 플랫폼

Volumn 18, Issue 8, 1996, Pages 635-644

Joint characteristics of traditional Chinese wooden frames

Author keywords

Flexible connection; Nonlinear analysis; Timber construction

Indexed keywords

EID: 0042528067 PISSN: 01410296 EISSN: None Source Type: Journal
DOI: 10.1016/0141-0296(96)00203-9 Document Type: Article

Times cited : (117)

References (12)

1
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- ASCE Subcommittee on Wood Research, structural wood research needs
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2
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- Lateral loaded nail joints in wood
- Hunt, R. D. and Bryant, A. H. 'Lateral loaded nail joints in wood', J. Struct. Engng, ASCE, 1990, 116 (1), 111-124
- (1990) J. Struct. Engng, ASCE , vol.116 , Issue.1 , pp. 111-124
- Hunt, R.D.¹ Bryant, A.H.²

3
- 0041491198
- Destructive testing of metal-plate-connected wood truss joints
- Gupta, R. and Gebremedhin, K. G. 'Destructive testing of metal-plate-connected wood truss joints', J. Struct. Engng, ASCE 1990, 116 (7), 1979-1982
- (1990) J. Struct. Engng, ASCE , vol.116 , Issue.7 , pp. 1979-1982
- Gupta, R.¹ Gebremedhin, K.G.²

4
- 0007382397
- Theoretical consideration of metal-plate-connected wood-splice joints
- Cramer, S. M. and Fohrell, W. B. 'Theoretical consideration of metal-plate-connected wood-splice joints', J. Struct. Engng, ASCE 1990, 116 (12), 3458-3474
- (1990) J. Struct. Engng, ASCE , vol.116 , Issue.12 , pp. 3458-3474
- Cramer, S.M.¹ Fohrell, W.B.²

5
- 0017981638
- Behaviour of epoxy repaired full-scale timber trusses
- Avent, R. R., Emkin, L. Z. and Sanders, P. H. 'Behaviour of epoxy repaired full-scale timber trusses', J. Struct. Div., ASCE 1978, 104 (6), 933-951
- (1978) J. Struct. Div., ASCE , vol.104 , Issue.6 , pp. 933-951
- Avent, R.R.¹ Emkin, L.Z.² Sanders, P.H.³

6
- 0018918491
- Banding for structural repair at timber connections
- Avent, R. R., Emkin, L. Z. and Sanders, P. H. 'Banding for structural repair at timber connections', J. Struct. Div., ASCE 1980, 106 (1), 87-98
- (1980) J. Struct. Div., ASCE , vol.106 , Issue.1 , pp. 87-98
- Avent, R.R.¹ Emkin, L.Z.² Sanders, P.H.³

7
- 0020799139
- Bolted wood-joint yield model
- McLain, T. E. and Thangjitham, S. 'Bolted wood-joint yield model', J. Struct. Engng, ASCE 1983, 109 (8), 1820-1835
- (1983) J. Struct. Engng, ASCE , vol.109 , Issue.8 , pp. 1820-1835
- McLain, T.E.¹ Thangjitham, S.²

8
- 0042493029
- Moment-rotation characteristics of bolted beam-column connections
- Aggarwal, A. K. and Coates, R. C. 'Moment-rotation characteristics of bolted beam-column connections', J. Const. Steel Res., 1986, 6, 303-318
- (1986) J. Const. Steel Res. , vol.6 , pp. 303-318
- Aggarwal, A.K.¹ Coates, R.C.²

9
- 0022756424
- Analysis and tests of flexibly connected frames
- Stelmack, T. W., Marley, M. J. and Gerstle, K. H. 'Analysis and tests of flexibly connected frames', J. Struct. Engng, ASCE 1986, 112 (7), 1573-1588
- (1986) J. Struct. Engng, ASCE , vol.112 , Issue.7 , pp. 1573-1588
- Stelmack, T.W.¹ Marley, M.J.² Gerstle, K.H.³

10
- 0024304531
- Semi-rigid steel beam-to-column connections: Data base, and modelling
- Chen, W. F. and Kishi, N. 'Semi-rigid steel beam-to-column connections: data base, and modelling', J. Struct. Engng. 1989, 115 (1), 105-119
- (1989) J. Struct. Engng. , vol.115 , Issue.1 , pp. 105-119
- Chen, W.F.¹ Kishi, N.²

11
- 0023383946
- Second-order elastic analysis for frame design
- Goto, Y. and Chen, W. F. 'Second-order elastic analysis for frame design', J. Struct. Engng, ASCE 1987, 113 (7), 1501-1519
- (1987) J. Struct. Engng, ASCE , vol.113 , Issue.7 , pp. 1501-1519
- Goto, Y.¹ Chen, W.F.²

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