SCOPUS 정보 검색 플랫폼 - 논문 보기

메뉴 건너뛰기

Journal of Constructional Steel Research

Volumn 57, Issue 11, 2001, Pages 1169-1195

A component model for the behaviour of steel joints at elevated temperatures

(3) Simoes Da Silva L a Santiago, Aldina b Vila Real, Paulo c

a UNIVERSITY OF COIMBRA (Portugal)

b UNIVERSITY OF BEIRA INTERIOR (Portugal)

c UNIVERSITY OF AVEIRO (Portugal)

Author keywords

Component method; Fire resistance; Steel joints; Steel structures

Indexed keywords

DYNAMIC RESPONSE; ELASTIC MODULI; HIGH TEMPERATURE EFFECTS; JOINTS (STRUCTURAL COMPONENTS); STRUCTURAL ANALYSIS; STRUCTURAL LOADS; YIELD STRESS;

STEEL JOINTS;

STEEL STRUCTURES;

FIRE RESISTANCE; JOINT; STEEL;

EID: 0035514982 PISSN: 0143974X EISSN: None Source Type: Journal
DOI: 10.1016/S0143-974X(01)00039-6 Document Type: Article

Times cited : (78)

References (21)

1
- 0007368825
- The performance of frame connections in fire
- Praha, Czech Republic
- (1999) Proceedings Eurosteel '99 , pp. 519-522
- Al-Jabri, K.S.¹ Burgess, I.W.² Lennon, T.³ Plank, R.J.⁴

2
- 0007368826
- ENV-1993-1-2: Design of steel structures. Part 1.2: General rules - Structural fire design
- Eurocode 3, Brussels: CEN, European Committee for Standardisation
- (1995) Document CEN/TC 250/SC 3

3
- 0007375335
- Part 1.8: Design of joints
- Eurocode 3, prEN-1993-1-8: 20xx. 6 December. Brussels: CEN, European Committee for Standardisation
- (2000) Eurocode 3: Design of Steel Structures, Draft 2 Rev

4
- 0032035918
- Behaviour of steel and composite beam-column connections in fire
- (1998) J. Construct. Steel Res , vol.46 , pp. 1-3
- Al-Jabri, K.S.¹ Burgess, I.W.² Lennon, T.³ Plank, R.J.⁴

5
- 0031271734
- Elevated temperature moment-rotation tests on steelwork connections
- (1997) Proc. Institution of Civil Engineers, Structures and Buildings , vol.122 , Issue.4 , pp. 410-419
- Leston-Jones, L.C.¹ Burgess, W.² Lennon, T.³ Plank, R.J.⁴

6
- 0001984986
- Structural systems and rotation capacity
- Liège, Belgium
- (1998) COST Conference , pp. 167-176
- Kuhlmann, U.¹ Davison, J.B.² Kattner, M.³

7
- 0007421305
- Part 1.1: General rules and rules for buildings
- Eurocode 4, prEN-1994-1-1: 200xx. Brussels: CEN, European Committee for Standardisation
- (1999) Eurocode 4: Design of Composite Steel and Concrete Structures, Draft 1

8
- 0342973195
- A ductility model for steel connections
- (2001) J. Construct. Steel Res , vol.57 , pp. 45-70
- Simões da Silva, L.¹ Girão Coelho, A.²

9
- 84949776498
- 2nd ed. West Sussex, UK: John Wiley and Sons
- (1999) An Introduction to Fire Dynamics
- Drysdale, D.D.¹

10
- 0001876111
- The stiffness model of revised Annex J of Eurocode 3
- Bjorhovde R., Colson A., Zandonini R., editors Trento, Italy
- (1995) Proceedings of the 3rd International Workshop on Connections , pp. 441-452
- Weynard, K.¹ Jaspart, J.-P.² Steenhuis, M.³

11
- 0016016158
- A design method for the tension side of statically-loaded, bolted beam-to-column connections
- (1974) Heron , vol.20 , Issue.1 , pp. 1-59
- Zoetemeijer, P.¹

12
- 0004236154
- PhD Thesis, Department MSM, University of Liége, Belgium; [in French]
- (1991) Etude De La Semi-rigidité Des Noeuds Poutre-colonne Et Son Influence Sur La Resistance Des Ossatures En Acier
- Jaspart, J.-P.¹

13
- 0039745746
- Contributions to recent advances in the field of steel joints
- Professorship Thesis, Université de Liège, Belgium
- (1998) Column Bases and Further Configurations for Beam-to-column Joints and Beam Splices
- Jaspart, J.-P.¹

14
- 0343219787
- Equivalent post-buckling models for the flexural behaviour of steel connections
- (2000) Comput. Struct , vol.77 , pp. 615-624
- Simoes da Silva, L.¹ Girao Coelho, A.² Neto, E.³

15
- 0025458435
- Behaviour of steel beam-to-column connections in fire
- (1990) The Structural Engineer , vol.68 , Issue.14 , pp. 263-271
- Lawson, R.M.¹

16
- 0029755823
- Finite element modelling of behaviour of steel beams and connections in fire
- (1996) J. Construct. Steel Res , vol.36 , Issue.2 , pp. 181-199
- Liu, T.C.H.¹

17
- 0007375399
- The Steel Construction Institute. Technical report, SCI Publication 086
- (1990) Enhancement of Fire Resistance of Beams By Beam to Column Connections

18
- 0031177180
- The influence of connections stiffness on the behaviour of steel beams in fire
- (1997) J. Construct. Steel Res , vol.43 , Issue.1-3 , pp. 1-15
- El-Rimawi, J.A.¹ Burgess, I.W.² Plank, R.J.³

19
- 0007460702
- Numerical modelling of the thermal behaviour of steel and composite cross-sections under fire loading
- Lamas A., Cruz P., Calado L., editors. Porto, [in Portuguese]
- (1997) Proceedings of Construçāo Metálica E Mista , vol.1 , pp. 563-574
- Vila Real, P.M.M.¹ Oliveira, C.A.M.²

20
- 0007374926
- Behaviour of steel and composite beam-to-column connections in fire
- Department of Civil and Structural Engineering, University of Sheffield
- (1997) Research Report DCSE/97/F/7 , vol.1
- Al-Jabri, K.S.¹ Burgess, I.W.² Plank, R.J.³

21
- 0007376444
- MSc Thesis, Department of Civil Engineering, University of Coimbra; [in Portuguese]
- (2000) Behaviour of Steel Joints Under Fire Loading
- Santiago, A.¹

* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.