-
1
-
-
0035330298
-
A proposed damage model for RC bridge columns under cyclic loading
-
R.A. Hindi R.G. Sexsmith A proposed damage model for RC bridge columns under cyclic loading Earthquake Spectra 17 2 2001 261-90
-
(2001)
Earthquake Spectra
, vol.17
, Issue.2
, pp. 261-290
-
-
Hindi, R.A.1
Sexsmith, R.G.2
-
3
-
-
0000035630
-
Seismic damage indices for concrete structures: A state-of-the-art review
-
M.S. Williams R.G. Sexsmith Seismic damage indices for concrete structures: A state-of-the-art review Earthquake Spectra 11 2 1995 319-49
-
(1995)
Earthquake Spectra
, vol.11
, Issue.2
, pp. 319-349
-
-
Williams, M.S.1
Sexsmith, R.G.2
-
4
-
-
0012681335
-
Analytical approach to evaluate the inelastic behaviors of reinforced concrete structures under seismic loads
-
T.-H. Kim H.M. Shin Analytical approach to evaluate the inelastic behaviors of reinforced concrete structures under seismic loads Journal of the Earthquake Engineering Society of Korea EESK 5 2 2001 113-24
-
(2001)
Journal of the Earthquake Engineering Society of Korea EESK
, vol.5
, Issue.2
, pp. 113-124
-
-
Kim, T.-H.1
Shin, H.M.2
-
5
-
-
0036665485
-
Nonlinear analysis of reinforced concrete shells using layered elements with drilling degree of freedom
-
T.-H. Kim K.-M. Lee H.M. Shin Nonlinear analysis of reinforced concrete shells using layered elements with drilling degree of freedom ACI Structural Journal 99 4 2002 418-26
-
(2002)
ACI Structural Journal
, vol.99
, Issue.4
, pp. 418-426
-
-
Kim, T.-H.1
Lee, K.-M.2
Shin, H.M.3
-
6
-
-
10844288033
-
Inelastic behavior and ductility capacity of reinforced concrete bridge piers under earthquake. I: Theory and formulation
-
T.-H. Kim K.-M. Lee C.-Y. Yoon H.M. Shin Inelastic behavior and ductility capacity of reinforced concrete bridge piers under earthquake. I: Theory and formulation Journal of Structural Engineering ASCE 129 9 2003 1199-207
-
(2003)
Journal of Structural Engineering ASCE
, vol.129
, Issue.9
, pp. 1199-1207
-
-
Kim, T.-H.1
Lee, K.-M.2
Yoon, C.-Y.3
Shin, H.M.4
-
8
-
-
0020810090
-
The deformational behavior and constitutive equation of concrete using elasto-plastic and fracture model
-
University of Tokyo
-
K. Maekawa H. Okamura The deformational behavior and constitutive equation of concrete using elasto-plastic and fracture model Journal of the Faculty of Engineering, University of Tokyo 37 2 1983 253-328
-
(1983)
Journal of the Faculty of Engineering
, vol.37
, Issue.2
, pp. 253-328
-
-
Maekawa, K.1
Okamura, H.2
-
9
-
-
0023418612
-
Micro and macro models for bond behavior in reinforced concrete
-
University of Tokyo
-
H. Shima L. Chou H. Okamura Micro and macro models for bond behavior in reinforced concrete Journal of the Faculty of Engineering, University of Tokyo 39 2 1987 133-94
-
(1987)
Journal of the Faculty of Engineering
, vol.39
, Issue.2
, pp. 133-194
-
-
Shima, H.1
Chou, L.2
Okamura, H.3
-
10
-
-
0012681156
-
Contact density model for stress transfer across cracks in concrete
-
B. Li K. Maekawa Contact density model for stress transfer across cracks in concrete Concrete Engineering JCI 26 1 1988 123-37
-
(1988)
Concrete Engineering JCI
, vol.26
, Issue.1
, pp. 123-137
-
-
Li, B.1
Maekawa, K.2
-
11
-
-
0002236259
-
Mechanical properties of steel under load cycles idealizing seismic action
-
B. Kato Mechanical properties of steel under load cycles idealizing seismic action CEB Bulletin D'Information 131 1979 7-27
-
(1979)
CEB Bulletin D'Information
, vol.131
, pp. 7-27
-
-
Kato, B.1
-
12
-
-
14844345228
-
Seismic performance evaluation of reinforced concrete bridge columns under varying axial force
-
[in Korean]
-
T.-H. Kim W.-H. Kim H.M. Shin Seismic performance evaluation of reinforced concrete bridge columns under varying axial force Journal of the Earthquake Engineering Society of Korea EESK 7 2 2003 67-73 [in Korean]
-
(2003)
Journal of the Earthquake Engineering Society of Korea EESK
, vol.7
, Issue.2
, pp. 67-73
-
-
Kim, T.-H.1
Kim, W.-H.2
Shin, H.M.3
-
17
-
-
0003521839
-
Evaluation of seismic damage indices for reinforced concrete structures
-
Report No NCEER 90-0022, National Center for Earthquake Engineering Research, State University of New York at Buffalo
-
Rodriguez-Gomez S, Cakmak AS Evaluation of seismic damage indices for reinforced concrete structures. Report No NCEER 90-0022, National Center for Earthquake Engineering Research, State University of New York at Buffalo; 1990
-
(1990)
-
-
Rodriguez-Gomez, S.1
Cakmak, A.S.2
-
19
-
-
0343912602
-
Seismic performance of circular bridge column designed in accordance with AASHTO/CALTRANS standards
-
National Institute of Standards and Technology Gaithersburg (MD)
-
W.C. Stone A.W. Taylor Seismic performance of circular bridge column designed in accordance with AASHTO/CALTRANS standards NIST Building Science Series vol. 170 1993 National Institute of Standards and Technology Gaithersburg (MD)
-
(1993)
NIST Building Science Series
, vol.170
-
-
Stone, W.C.1
Taylor, A.W.2
-
20
-
-
0031145006
-
Evaluation of seismic damage indices for concrete elements loaded in combined shear and flexure
-
M.S. Williams I. Villemure R.G. Sexsmith Evaluation of seismic damage indices for concrete elements loaded in combined shear and flexure ACI Structural Journal 94 3 1997 315-22
-
(1997)
ACI Structural Journal
, vol.94
, Issue.3
, pp. 315-322
-
-
Williams, M.S.1
Villemure, I.2
Sexsmith, R.G.3
-
21
-
-
0003914271
-
Cumulative seismic damage of reinforced concrete bridge piers
-
Report No NCEER-97-0006, National Center for Earthquake Engineering Research, State University of New York at Buffalo
-
Kunnath SK, El-Bahy A, Taylor AW, Stone WC Cumulative seismic damage of reinforced concrete bridge piers. Report No NCEER-97-0006, National Center for Earthquake Engineering Research, State University of New York at Buffalo; 1997
-
(1997)
-
-
Kunnath, S.K.1
El-Bahy, A.2
Taylor, A.W.3
Stone, W.C.4
-
22
-
-
0003252305
-
Nonlinear seismic analysis of reinforced concrete frames
-
A. Vogel K. Brandes editors. Verlag Friedr, Vieweg and Sohn Braunschweig
-
W.B. Kratzig M. Meskouris Nonlinear seismic analysis of reinforced concrete frames In: A. Vogel K. Brandes editors. Earthquake prognostics 1987 Verlag Friedr, Vieweg and Sohn Braunschweig 453-62
-
(1987)
Earthquake Prognostics
, pp. 453-462
-
-
Kratzig, W.B.1
Meskouris, M.2
-
24
-
-
14844351770
-
Structures in seismic regions design (part 2-bridges)
-
Commissions of the European Communities, Eurocode 8 Draft report
-
Commissions of the European Communities, Eurocode 8. Structures in seismic regions design (part 2-bridges). Draft report; 1994
-
(1994)
-
-
-
25
-
-
14844362180
-
Seismic performance evaluation of RC bridge piers with limited ductility by pseudo dynamic test
-
University of Illinois at Urbana-Champaign
-
Y.S. Chung J.H. Park Seismic performance evaluation of RC bridge piers with limited ductility by pseudo dynamic test In: KEERC-MAE joint seminar on risk mitigation for regions of moderate seismicity 2001 University of Illinois at Urbana-Champaign 158-68
-
(2001)
KEERC-MAE Joint Seminar on Risk Mitigation for Regions of Moderate Seismicity
, pp. 158-168
-
-
Chung, Y.S.1
Park, J.H.2
-
26
-
-
14844356792
-
Korea roadway bridge design code
-
Ministry of Construction and Transportation
-
Ministry of Construction and Transportation. Korea roadway bridge design code; 1996
-
(1996)
-
-
-
27
-
-
0003453209
-
The finite element method
-
Prentice-Hall
-
T.J.R. Hughes The finite element method 1987 Prentice-Hall
-
(1987)
-
-
Hughes, T.J.R.1
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