1 |
ASCE/SEI 41 (2007), Seismic Rehabilitation of Existing Buildings, American Society of Civil Engineers, Reston, Virginia, U.S.A.
|
2 |
EERI (2012), The Mw 6.9 Sikkim-Nepal Border Earthquake of September 18, 2011, EERI Special Earthquake Report, Oakland, California, U.S.A.
|
3 |
EERI (2013), The November 7, 2012 M7.4 Guatemala Earthquake and Its Implications for Disaster Reduction and Mitigation, A Joint Report of EERI and AGIES, Oakland, California, U.S.A.
|
4 |
EERI (2016), M7.8 Gorkha, Nepal Earthquake on April 25, 2015 and Its Aftershocks, EERI Earthquake Reconnaissance Team Report, Oakland, California, U.S.A.
|
5 |
EERI (2017), M6.5 Pidie Jaya Earthquake Aceh Indonesia on December 7, 2016, EERI Earthquake Reconnaissance Team Report, Oakland, California, U.S.A.
|
6 |
Elwood, K. and Moehle, J. (2005), "Axial capacity model for shear-damaged columns", ACI Struct. J., 102(4), 578-587.
|
7 |
Elwood, K., Matamoros, A.B., Wallace, J.W., Lehman, D.E., Heintz, J.A., Mitchell, A.D., Moore, M.A., Valley, M.T., Lowes, L.N., Comartin, C.D. and Moehle, J.P. (2007), "Update to ASCE/SE 41 concrete provisions", Earthq. Spectr., 23(3), 493-523.
DOI
|
8 |
Elwood, K. and Eberhard, M.O. (2009), "Effective stiffness of reinforced concrete columns", ACI Struct. J., 106(4), 476-484.
|
9 |
Ghannoum, W.M. and Moehle, J. (2012a), "Shake-table tests of a concrete frame sustaining column axial failures", ACI Struct. J., 109(3), 393-402.
|
10 |
Ghannoum, W.M. and Moehle, J. (2012b), "Dynamic collapse analysis of a concrete frame sustaining column axial failures", ACI Struct. J., 109(3), 403-412.
|
11 |
Kocak, A. (2013), "The effect of short columns on the performance of existing buildings", J. Struct. Eng. Mech., 46(4), 505-518.
DOI
|
12 |
Sezen, H. (2008), "Shear deformation model for reinforced concrete columns", Struct. Eng. Mech., 28(1), 39-52.
DOI
|
13 |
Kocak, A. (2015), "Earthquake performance of FRP retrofitting of short columns around band-type windows", J. Struct. Eng. Mech., 53(1), 1-16.
DOI
|
14 |
Wibowo, A., Wilson, J.L., Lam, N.T.K. and Gad, E.F. (2014), "Drift performance of lightly reinforced concrete columns", Eng. Struct., 59, 522-535.
DOI
|
15 |
Yoshimura, M. and Yamanaka, N. (2000), "Ultimate limit state of RC columns", Proceedings of the 2nd US-Japan Workshop on Performance-Based Earthquake Engineering Methodology for Reinforced Concrete Building Structures, Sapporo, Japan.
|
16 |
Yoshimura, M. and Nakamura, T. (2003), "Axial collapse of reinforced concrete short columns", Proceedings of the 4th USJapan Workshop on Performance-Based Earthquake Engineering Methodology for Reinforced Concrete Building Structures, Toba, Japan.
|
17 |
Yoshimura, M., Takaine, Y. and Nakamura, T. (2003), "Collapse drift of reinforced concrete columns", Proceedings of the 5th US-Japan Workshop on Performance-Based Earthquake Engineering Methodology for Reinforced Concrete Building Structures, Hakone, Japan.
|
18 |
Nakamura, T. and Yoshimura, M. (2002), "Gravity load collapse of reinforced concrete columns with brittle failure modes", J. Asian Architect. Build. Eng., 1(1), 21-27.
DOI
|
19 |
LeBorgne, M.R. and Ghannoum, W.M. (2014), "Analytical element for simulating lateral-strength degradation in reinforced concrete columns and other frame members", ASCE J. Struct. Eng., 140(7), 04014038.
DOI
|
20 |
Lynn, A.C. (2001), "Seismic evaluation of existing reinforced concrete building columns", Ph.D. Dissertation, University of California, Berkeley, U.S.A.
|
21 |
Ousalem, H. (2006), "Experimental and analytical study on axial load collapse assessment and retrofit of reinforced concrete columns", Ph.D. Dissertation, University of Tokyo, Tokyo, Japan.
|
22 |
Sharma, A., Reddy, G.R. and Vaze, K.K. (2012), "Shake table tests on a non-seismically detailed RC frame structure", Struct. Eng. Mech., 41(1), 1-24.
DOI
|
23 |
Tran, C.T.N. (2012), "Modeling of nonseismically detailed columns subjected to reversed cyclic loadings", Struct. Eng. Mech., 44(2), 163-178.
DOI
|
24 |
Tran, C.T.N. and Li, B. (2012), "Initial stiffness of reinforced concrete columns with moderate aspect ratios", Adv. Struct. Eng., 15(2), 265-276.
DOI
|
25 |
Tran, C.T.N. and Li, B. (2013), "Ultimate displacement of reinforced concrete columns with light transverse reinforcement", J. Earthq. Eng., 17(2), 282-300.
DOI
|
26 |
Tran, C.T.N. and Li, B. (2015), "Experimental studies on the backbone curves of reinforced concrete columns with light transverse reinforcement", J. Perform. Constr. Facilit., 29(5), 04014126.
DOI
|
27 |
ACI 352 (2002), Recommendations for Design of Beam-Column Joints in Monolithic Reinforced Concrete Structures, Joint ACIASCE Committee 352, Farmington Hills, Michigan, U.S.A.
|