SCOPUS 정보 검색 플랫폼

Volumn 28, Issue 6, 2001, Pages 949-959

Design method for bolted connections loaded perpendicular-to-grain

Author keywords

Bolt; Connection; Connections; Design; Failure; Perpendicular to grain; Prediction; Strength

Indexed keywords

DUCTILITY; FAILURE ANALYSIS; RESEARCH; STRENGTH OF MATERIALS; STRUCTURAL LOADS; TIMBER;

BOLTED CONNECTIONS;

BOLTED JOINTS;

BOLTED JOINT;

EID: 0035544808 PISSN: 03151468 EISSN: None Source Type: Journal
DOI: 10.1139/cjce-28-6-949 Document Type: Article

Times cited : (8)

References (18)

1
- 33749600195
- ASTM. Standard D1761-77, American Society for Testing and Material, Philadelphia, Pa
- (1988) Standard Test Methods for Mechanical Fasteners in Wood , pp. 294-305

4
- 0004077301
- CSA. Standard 086.1-89, Canadian Standards Association, Rexdale, Ont
- (1989) Engineering Design in Wood (Limit States Design)

5
- 0004077295
- CSA. Standard 086.1-94, Canadian Standards Association, Rexdale, Ont
- (1994) Engineering Design in Wood (Limit States Design)

6
- 0008619591
- Determination of perpendicular-to-grain tensile stresses in joints with dowel-type fasteners: A draft proposal for design rules
- (1989) CIB-W18A Meeting, Paper 22-7-2
- Ehlbeck, J.¹ Görlacher, R.² Werner, H.³

8
- 0003655196
- Universität Karlsruhe (TH), Lehrstuhl für Ingenieurholzbau und Baukonstruktionen, Germany
- (2000) Tension Stresses Perpendicular-to-grain in Joints - A Design Proposal
- Görlacher, R.¹

9
- 0001602612
- International Association for Bridge and Structural Engineering
- (1949) Theory of Timber Connections , vol.9 , pp. 249-262
- Johansen, K.W.¹

10
- 5544307844
- Structural Research Laboratory, Department of Structural Engineering and Materials, Technical University of Denmark, International Union of Forestry Research Organizations (IUFRO), Division 5, Copenhagen, Denmark
- (1973) The Yield Load of Bolted and Nailed Joints
- Larsen, H.¹

11
- 0003701725
- Lateral strength and stiffness of single and multiple bolts in glued-laminated timber loaded parallel-to-grain
- Engineering and Statistical Research Centre, Research Branch, Agriculture Canada, Ottawa, Ont
- (1988) Report No. C-029
- Massé, D.I.¹ Salinas, J.J.² Turnbull, J.E.³

12
- 0034741887
- Bolted wood-steel and wood-steel-wood connections: Verification of a rew design approach
- (2001) Canadian Journal of Civil Engineering , vol.28 , pp. 254-263
- Mohammad, M.¹ Quenneville, J.H.P.²

14
- 0034252988
- On the failure modes and strength of steel-wood-steel bolted timber connections loaded parallel-to-grain
- (2000) Canadian Journal of Civil Engineering , vol.27 , pp. 761-773
- Quenneville, J.H.P.¹ Mohammad, M.²

16
- 0004265583
- Gen. Tech. Rep. FPL-GTR-54, U.S. Department of Agriculture Forest Service, Forest Products Laboratory, Madison, Wis
- (1987) Bolted-Connections Design
- Soltis, L.¹ Wilkinson, T.L.²

* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.