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Journal of Structural Engineering

Volumn 127, Issue 12, 2001, Pages 1436-1444

Nonlinear analysis of RC beam subject to cyclic loading

(2) Kwak, H G a Kim, S P a

a Korea Advanced Institute of Science and Technology (KAIST) (South Korea)

Author keywords

[No Author keywords available]

Indexed keywords

BENDING STRENGTH; CONCRETE BEAMS AND GIRDERS; CORRELATION METHODS; CURVE FITTING; DEGREES OF FREEDOM (MECHANICS); DYNAMIC RESPONSE; DYNAMICS; LOAD TESTING; METHOD OF MOMENTS; REINFORCED CONCRETE; STRAIN RATE; STRESS ANALYSIS;

FLEXURAL CYCLIC LOADING; HYSTERETIC MOMENT-CURVATURE; MONOTONIC MOMENT-CURVATURE; NONLINEAR ANALYSIS; REINFORCED CONCRETE BEAM; STRUCTURAL RESPONSES;

STRUCTURAL ANALYSIS;

EID: 0035581098 PISSN: 07339445 EISSN: None Source Type: Journal
DOI: 10.1061/(ASCE)0733-9445(2001)127:12(1436) Document Type: Article

Times cited : (29)

References (26)

1
- 0032162612
- Prediction of load-displacement curve of high-strength concrete columns under simulated seismic loading
- (1998) ACI Struct. J. , vol.95 , Issue.5 , pp. 547-557
- Assa, B.¹ Nishiyama, M.²

2
- 0011071732
- Load-deformation characteristics of beam-column connections in reinforced concrete
- Univ. of Illinois, Urbana
- (1962) Civil Engrg. Studies, SRS, No. 234
- Burns, N.H.¹ Siess, C.P.²

3
- 3242857961
- Seismic energy based fatigue analysis of bridge columns. I: Evaluation of seismic capacity
- NCEER Tech. Rep. 94-0006, Nat. Ctr. for Earthquake Engrg. Res., State University of New York, Buffalo, N.Y.
- (1994)
- Chang¹ Mander²

4
- 3242857961
- Seismic energy based fatigue analysis of bridge columns. OO: Evaluation of seismic demand
- NCEER Tech. Rep. 94-0013, Nat. Ctr. for Earthquake Engrg. Res., State University of New York, Buffalo, N.Y.
- (1994)
- Chang¹ Mander²

5
- 0024657183
- Modeling of concrete damage
- (1998) ACI Struct. J. , vol.86 , Issue.3 , pp. 259-271
- Chung, Y.S.¹ Meyer, C.² Shinozuka, M.³

6
- 0002666109
- Effect of stiffness degradation on earthquake ductility requirements
- (1966) Proc., Japan Earthquake Engrg. Symp. Tokyo
- Clough, R.W.¹ Johnston, S.B.²

7
- 0032166195
- Pivot hysteresis model for reinforced concrete members
- ACI Struct. J. , vol.95 , Issue.5 , pp. 607-617
- Dowell, R.K.¹ Seible, F.² Wilson, E.L.³

8
- 0027666559
- Cyclic behavior of moderately deep HSC beams
- (1993) J. Struct. Engrg., ASCE , vol.119 , Issue.9 , pp. 2537-2592
- Fang, I.-K.¹ Yen, S.-T.² Wang, C.-S.³ Hong, K.-L.⁴

9
- 0024087458
- Slip of steel bars in concrete joints under cyclic loading
- (1988) J. Struct. Engrg., ASCE , vol.114 , Issue.9 , pp. 2017-2035
- Harajli, M.H.¹ Mukaddam, M.A.²

10
- 0031102537
- Parameter identification for degrading and pinched hysteretic structural concrete systems
- (1997) Engrg. Struct. , vol.19 , Issue.3 , pp. 224-232
- Kunnath, S.K.¹ Mander, J.B.² Lee, F.³

11
- 0035254489
- Nonlinear analysis of RC shear walls considering tension-stiffening effect
- (2001) Comp. and Struct. , vol.79 , Issue.5 , pp. 499-517
- Kwak, H.G.¹ Kim, D.Y.²

12
- 0003740950
- Experimental and analytical studies on the hysteretic of reinforced concrete rectangular and t-beam
- University of California, Berkeley, Calif.
- (1976) Earthquake Engrg. Res. Ctr. Rep. No. EERC 76-2
- Ma, S.M.¹ Bertero, V.V.² Popov, E.P.³

13
- 0002552541
- Method of analysis for cyclically loaded reinforced concrete plane frame including changes in geometry and nonelastic behavior of elements under combined normal force and bending
- (1973) Proc. IABSE Symp. on Resistance and Ultimate Deformability of Structures Acted on by Well Defined Repeated Loads, Lisbon
- Menegotto, M.¹ Pinto, P.E.²

14
- 0031144990
- Analysis of hysteretic behavior of anchored reinforcing bars
- (1997) ACI Struct. J. , vol.94 , Issue.2 , pp. 248-261
- Monti, G.¹ Filippou, F.C.² Spacone, E.³

15
- 0026929288
- Flexural analysis of reinforced concrete beams containing steel fibers
- (1992) J. Struct Engrg., ASCE , vol.118 , Issue.10 , pp. 2821-2836
- Oh, B.H.¹

16
- 0003713385
- Pineridge Press, Swansea, U.K.
- (1980) Finite Elements in Plasticity
- Owen, D.R.J.¹ Hinton, E.²

17
- 0038300004
- Cyclic behavior of three reinforced concrete flexural members with high shear
- University of California, Berkeley, Calif.
- (1972) Earthquake Engrg. Res. Ctr. Rep. No. EERC 72-5
- Popov, E.P.¹ Bertero, V.V.² Krawinkler, H.³

18
- 0023305787
- Analytical modeling of hysteretic behavior of R/C frames
- (1987) J. Struct. Engrg., ASCE , vol.11 , Issue.3 , pp. 429-444
- Roufaiel, M.S.L.¹ Meyer, C.²

19
- 0026915539
- Hysteretic behavior of anchorage slip in R/C members
- (1992) J. Struct. Engrg., ASCE , vol.118 , Issue.9 , pp. 2439-2458
- Saatcioglu, M.¹ Alsiwat, J.M.² Ozcebe, G.³

20
- 85111132048
- Design of concrete frames for two failure states
- (1964) Proc., Int. Symp. on Flexural Mechanics of Reinforced Concrete, ASCE-ACI, New York , pp. 405-431
- Sawyer, H.A.¹

21
- 0031144342
- Behavior of fiber-reinforced concrete beams under cyclic loading
- (1997) J. Struct. Engrg., ASCE , vol.123 , Issue.5 , pp. 660-668
- Spadea, G.¹ Bencardino, F.²

22
- 0001126599
- Reinforced concrete response to simulated earthquake
- (1970) J. Struct. Div., ASCE , vol.96 , Issue.12 , pp. 2557-2573
- Takeda, T.¹ Sozen, M.A.² Nielsen, N.N.³

23
- 0004312729
- A fiber beam-column element for seismic response analysis of reinforced concrete structures
- University of California, Berkeley, Calif.
- (1991) Earthquake Engrg. Res. Ctr. Rep. No EERC 91-17
- Taucer, F.¹ Spacone, E.² Filippou, F.C.³

24
- 0003448531
- Effect of generalized loadings on bond reinforcing bars embedded in confined concrete block
- University of California, Berkeley, Calif.
- (1979) Rep. No. UCB/EERC-79/22
- Viwathanatepa, S.¹ Popov, E.P.² Bertero, V.V.³

25
- 0028590771
- Simulated seismic load tests on reinforced concrete columns
- (1994) J. Struct. Engrg., ASCE , vol.120 , Issue.6 , pp. 1825-1849
- Watson, S.¹ Park, R.²

26
- 0024047871
- Bond slip and crack width calculations of tension members
- (1988) ACI Struct. J. , vol.85 , Issue.7 , pp. 414-422
- Yang, S.¹ Chen, J.²

* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.