SCOPUS 정보 검색 플랫폼

Structural Engineering and Mechanics

Volumn 13, Issue 3, 2002, Pages 241-260

Inelastic seismic analysis of RC bridge piers including flexure-shear-axial interaction

(2) Lee, Do Hyung a Elnashai, Amr S a

a PaiChai University (South Korea)

Author keywords

Axial force variation; Bridges; Columns; Hysteretic response; Reinforced concrete; Shear deformation

Indexed keywords

COLUMNS (STRUCTURAL); COMPUTER SIMULATION; CONCRETE BRIDGES; EARTHQUAKE RESISTANCE; EARTHQUAKES; FINITE ELEMENT METHOD; REINFORCED CONCRETE; SHEAR DEFORMATION; STIFFNESS; STRENGTH OF MATERIALS;

AXIAL FORCE VARIATION; FLEXURE SHEAR AXIAL INTERACTION; HYSTERETIC AXIAL SHEAR INTERACTION MODEL; INELASTIC SEISMIC ANALYSIS; NONLINEAR FINITE ELEMENT ANALYSIS PROGRAM; REINFORCED CONCRETE BRIDGE COLUMNS; REINFORCED CONCRETE BRIDGE PIERS;

BRIDGE PIERS;

EID: 0036499844 PISSN: 12254568 EISSN: None Source Type: Journal
DOI: 10.12989/sem.2002.13.3.241 Document Type: Article

Times cited : (21)

References (26)

1
- 0023348682
- Influence of axial force variations on flexural behavior of reinforced concrete columns
- (1987) ACI Structural J. , vol.84 , Issue.3 , pp. 246-254
- Abrams, D.P.¹

2
- 84870417627
- Building code requirement for reinforced concrete
- ACI 318-71; American Concrete Institute, Detroit, Michigan, USA
- (1971)

3
- 0003600382
- Building code requirements for reinforced concrete
- ACI 318-83; American Concrete Institute, Detroit, Michigan, USA
- (1983)

4
- 0024303965
- Seismic shear strength of circular reinforced concrete columns
- (1989) ACI Structural J. , vol.86 , Issue.1 , pp. 45-59
- Ang, B.G.¹ Priestley, M.J.N.² Paulay, T.³

5
- 0008602892
- The Northridge (California) earthquake of 17 January 1994: Observations, strong motion and correlative response analyses
- ESEE research report, No. 94/4, Imperial College, London
- (1994)
- Broderick, B.M.¹ Elnashai, A.S.² Ambraseys, N.N.³ Barr, J.M.⁴ Goodfellow, R.G.⁵ Higazy, E.M.⁶

6
- 0008539373
- Selected engineering seismology and structural engineering studies of the Hyogo-Ken Nanbu (Great Hanshin) earthquake of 17 January 1995
- ESEE research report, No. 95-2, Imperial College, London
- (1995)
- Elnashai, A.S.¹ Bommer, J.J.² Baron, C.I.³ Lee, D.⁴ Salama, A.I.⁵

7
- 85037322409
- Collapse analysis of RC structures including shear
- Structures Congress of American Society of Civil Engineers, New Orleans, USA
- (1999)
- Elnashai, A.S.¹ Mwafy, A.M.² Lee, D.H.³

8
- 0024108517
- Softened truss model theory for shear and torsion
- (1988) ACI Structural J. , vol.85 , Issue.6 , pp. 624-635
- Hsu, T.T.C.¹

9
- 0003809234
- ADAPTIC a program for static and dynamic analysis of structures by adaptive mesh refinement, user manual
- ESEE research report, No. 89/7, Imperial College, London
- (1989)
- Izzuddin, B.A.¹ Elnashai, A.S.²

10
- 0008572916
- Inelastic seismic analysis and behaviour of RC bridges
- Ph.D. thesis, Imperial College, London
- (1999)
- Lee, D.H.¹

11
- 0035336871
- Seismic analysis of RC bridge columns with flexure-shear interaction
- ASCE
- (2001) J. of Struct. Eng. , vol.127 , Issue.5 , pp. 546-553
- Lee, D.H.¹ Elnashai, A.S.²

12
- 0026869530
- A new passive confinement model for the analysis of concrete structures subjected to cyclic and transient dynamic loading
- (1992) Earthq. Eng. and Struct. Dyn. , vol.21 , pp. 409-431
- Madas, P.J.¹ Elnashai, A.S.²

13
- 0024065683
- Theoretical stress-strain model for confined concrete
- ASCE
- (1988) J. of Struct. Eng. , vol.114 , Issue.8 , pp. 1804-1826
- Mander, J.B.¹ Priestley, M.J.N.² Park, R.³

14
- 0031108979
- Confined concrete model under cyclic loading
- (1997) Materials and Structures , vol.30 , pp. 139-147
- Martinez-Rueda, J.E.¹ Elnashai, A.S.²

15
- 0021200064
- Short RC columns under bilateral load histories
- ASCE
- (1984) J. of Struct. Eng. , vol.110 , Issue.1 , pp. 120-137
- Maruyama, K.¹ Ramirez, H.² Jirsa, J.O.³

16
- 0024303937
- Hysteretic shear model for reinforced concrete members
- ASCE
- (1989) J. of Struct. Eng. , vol.115 , Issue.1 , pp. 132-148
- Ozcebe, G.¹ Saatcioglu, M.²

17
- 0030189559
- Seismic performance of circular columns with low longitudinal reinforced ratios
- (1996) ACI Structural J. , vol.93 , Issue.4 , pp. 474-485
- Priestley, M.J.N.¹ Benzoni, G.²

18
- 0008540543
- The Northridge earthquake of January 17, 1994: Damage analysis of selected freeway bridges
- Structural Systems Research Project, Report No. SSRP-94/06. University of California, San Diego
- (1994)
- Priestley, M.J.N.¹ Seible, F.² Uang, C.M.³

19
- 0028667274
- Seismic shear strength of reinforced concrete columns
- ASCE
- (1994) J. of Struct. Eng. , vol.120 , Issue.8 , pp. 2310-2329
- Priestley, M.J.N.¹ Verma, R.² Xiao, Y.³

20
- 0041299151
- Behavior of RC columns under nonproportionally varying axinal load
- ASCE
- (1990) J. of Struct. Eng. , vol.116 , Issue.7 , pp. 1835-1856
- Saadeghvaziri, M.A.¹ Foutch, D.A.²

21
- 0026169638
- Dynamic behaviour of R/C highway bridges under the combined effect of vertical and horizontal earthquake motions
- (1991) Earthq. Eng. and Struct. Dyn. , vol.20 , pp. 535-549
- Saadeghvaziri, M.A.¹ Foutch, D.A.²

22
- 0024303711
- Response of reinforced concrete columns to simulated seismic loading
- (1989) ACI Structural J. , vol.86 , Issue.1 , pp. 3-12
- Saatcioglu, M.¹ Ozcebe, G.²

23
- 0008539771
- The Kobe earthquake of January 17, 1995
- Structural Systems Research Project, Report No. SSRP-95/03, University of California, San Diego
- (1995)
- Seible, F.¹ Priestley, M.J.N.² MacRae, G.³

24
- 0022675983
- The modified compression field theory for reinforced concrete elements subjected to shear
- (1986) ACI Structural J. , vol.83 , Issue.2 , pp. 219-231
- Vecchio, F.J.¹ Collins, M.P.²

25
- 0024016708
- Predicting the response of reinforced concrete beams subjected to shear using modified compression field theory
- (1988) ACI Structural J. , vol.85 , Issue.3 , pp. 258-268
- Vecchio, F.J.¹ Collins, M.P.²

26
- 0026698404
- Shear deformations in reinforced concrete frames
- (1992) ACI Structural J. , vol.89 , Issue.1 , pp. 46-56
- Vecchio, F.J.¹ Emara, M.B.²

* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.