SCOPUS 정보 검색 플랫폼

Computers and Structures

Volumn 58, Issue 6, 1996, Pages 1183-1211

Investigation of objectivity in the application of the FEM to RC structures - II

(1) Abdollahi, A a

a IMPERIAL COLLEGE LONDON (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

BOUNDARY CONDITIONS; CONCRETE CONSTRUCTION; CONVERGENCE OF NUMERICAL METHODS; CRACK INITIATION; CRACKS; FAILURE (MECHANICAL); MATHEMATICAL MODELS; SHEAR WALLS; STRAIN; STRESSES; STRUCTURAL LOADS; STRUCTURAL MEMBERS;

CRACK SEPARATION; OTTOSEN MODELS; REINFORCED CONCRETE STRUCTURES; STRESS STRAIN RELATIONSHIP;

FINITE ELEMENT METHOD;

EID: 0030105046 PISSN: 00457949 EISSN: None Source Type: Journal
DOI: 10.1016/0045-7949(95)00215-4 Document Type: Article

Times cited : (5)

References (9)

1
- 0007169162
- Ph.D. thesis, Civil Engineering Department, Imperial College, London
- K. Pilakoutas, Earthquake resistant design of reinforced concrete walls. Ph.D. thesis, Civil Engineering Department, Imperial College, London (1990).
- (1990) Earthquake Resistant Design of Reinforced Concrete Walls
- Pilakoutas, K.¹

2
- 0007165351
- Ph.D. thesis, Civil Engineering Department, Imperial College, London
- M. Lopes, Seismic behaviour of reinforced concrete walls with low shear ratio. Ph.D. thesis, Civil Engineering Department, Imperial College, London (1991).
- (1991) Seismic Behaviour of Reinforced Concrete Walls with Low Shear Ratio
- Lopes, M.¹

3
- 0003705538
- Report publication no. 82-03, University of Toronto, Toronto
- F. Vecchio and M. P. Collins, The response of reinforced concrete to in plane shear and normal stresses. Report publication no. 82-03, University of Toronto, Toronto (1982).
- (1982) The Response of Reinforced Concrete to in Plane Shear and Normal Stresses
- Vecchio, F.¹ Collins, M.P.²

4
- 0024065683
- Theoretical stress-strain model for confined concrete
- J. B. Mander, M. J. N. Priestley and R. Park, Theoretical stress-strain model for confined concrete. J. Struct. Div. ASCE 114, 1804-1825 (1988).
- (1988) J. Struct. Div. ASCE , vol.114 , pp. 1804-1825
- Mander, J.B.¹ Priestley, M.J.N.² Park, R.³

5
- 0020811382
- An arc-length method including line-searches and accelerations
- M. A. Crisfield, An arc-length method including line-searches and accelerations. Int. J. numer. Meth. Engng 19, 1269-1289 (1983).
- (1983) Int. J. Numer. Meth. Engng , vol.19 , pp. 1269-1289
- Crisfield, M.A.¹

6
- 0026736957
- An application of the arc length method involving concrete cracking
- S. Foster, An application of the arc length method involving concrete cracking. Int. J. numer. Meth. Engng 33, 269-285 (1992).
- (1992) Int. J. Numer. Meth. Engng , vol.33 , pp. 269-285
- Foster, S.¹

7
- 85029974673
- A Ph.D. thesis will be submitted to the Civil Engineering Department, Imperial College, London
- A. Abdollahi, Numerical strategies in the application of the FEM to RC structures. A Ph.D. thesis will be submitted to the Civil Engineering Department, Imperial College, London.
- Numerical Strategies in the Application of the FEM to RC Structures
- Abdollahi, A.¹

8
- 0002672837
- Shear strength of reinforced concrete beams
- B. Bresler and A. C. Scordelis, Shear strength of reinforced concrete beams. ACI J. 60, 51-74 (1963).
- (1963) ACI J. , vol.60 , pp. 51-74
- Bresler, B.¹ Scordelis, A.C.²

9
- 0346428112
- Material and time dependent nonlinear behaviour of cracked reinforced concrete slabs
- H. G. Duddeck and G. Schaper, Material and time dependent nonlinear behaviour of cracked reinforced concrete slabs. In: Proc. IASS Symp. Nonlinear Behaviour of Reinforced Spatial Structures, Vol. 1, pp. 103-133 (1978).
- (1978) Proc. IASS Symp. Nonlinear Behaviour of Reinforced Spatial Structures , vol.1 , pp. 103-133
- Duddeck, H.G.¹ Schaper, G.²

* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.