SCOPUS 정보 검색 플랫폼

Volumn 18, Issue 5-6, 2001, Pages 726-743

Computational platform for non-linear analysis/optimal design of reinforced concrete structures

Author keywords

Finite element method; Non linear analysis; Optimum design; Reinforced concrete

Indexed keywords

COMPUTER AIDED DESIGN; COST EFFECTIVENESS; FINITE ELEMENT METHOD; OPTIMIZATION; REINFORCED CONCRETE;

DISPLACEMENT ANALYZER; NON LINEAR ANALYSIS; OPTIMUM REINFORCED CONCRETE HIGHLY INTERACTIVE DIMENSIONING; OPTIMUM REINFORCEMENT DESIGN;

COMPUTER AIDED ENGINEERING;

EID: 0034808549 PISSN: 02644401 EISSN: None Source Type: Journal
DOI: 10.1108/EUM0000000005785 Document Type: Article

Times cited : (17)

References (10)

1
- 0003834790
- Building code requirements for structural concrete (ACI 318-99) and commentary (318R-99)
- American Concrete Institute, Farmington Hills, MI
- (1999)

2
- 0028447384
- Reinforced-concrete dimensioning based on element nodal forces
- (1994) Journal of Structural Engineering , vol.120 , Issue.6 , pp. 1718-1731
- Anderheggen, E.¹ Despot, Z.² Steffen, P.³ Tabatabai, S.M.R.⁴

3
- 0021405329
- Finite elements with increased freedom in choosing shape functions
- (1984) International Journal for Numerical Methods in Engineering , vol.20 , pp. 643-663
- Bergan, P.G.¹ Nygard, M.K.²

4
- 0003459840
- TNO Building and Construction Research, The Netherlands
- Finite Element Analysis User's Manual Release 7.2 (1999), 3rd Ed.

5
- 0003699755
- Computational aspects of biaxial stress in plain and reinforced concrete
- PhD dissertation, Delft University of Technology, Delft
- (1993)
- Fenestra, P.H.¹

6
- 0031231228
- Evolutionary characteristic length method for smeared cracking finite element models
- (1997) Finite Elements in Analysis and Design , vol.72 , Issue.1 , pp. 99-108
- Mosalam, K.M.¹ Paulino, G.H.²

8
- 0003327452
- (in German: Methods of group theory and their applications), Teubner Studienbücher - Mathematik
- (1979) Gruppentheoretische Methoden und Ihre Anwendung
- Stiefel, E.¹ Fässler, A.²

9
- 0003802585
- Finite element-based elasto-plastic optimum reinforcement dimensioning of spatial concrete panel structures
- Doctoral dissertation, Institute of Structural Engineering, Swiss Federal Institute of Technology (ETH Zurich), also published by Birkhäuser Verlag, Basel
- (1996)
- Tabatabai, S.M.R.¹

10
- 0022675983
- The modified compression field theory for reinforced concrete elements subjected to shear
- (1986) Journal of the American Concrete Institute , vol.83 , pp. 219-231
- Vecchio, F.J.¹ Collins, M.P.²

* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.