All Issue

2015 Vol.28, Issue 5 Preview Page
2015. pp. 563-570
Abstract
References
1
J.M.W., Brownjohn, A.D, Stefano, Y.L., Xu, H., Wenzel and A.E., Aktan, 2011. Vibration-based Monitoring of Civil Infrastructure: Challenges and Successes. J. Civil Struct. Health Monit., 1, pp.79-95.
10.1007/s13349-011-0009-5
2
E., Carden and P., Fanning, 2004. Vibration Based Condition Monitoring: A Review. Struct. Health Monit., 3, pp.355-377.
10.1177/1475921704047500
3
C.K., Chiu and K.N., Chi, 2013. Analysis of Lifetime Losses of Low-rise Reinforced Concrete Buildings Attacked by Corrosion and Earthquakes using A Novel Method. Struct. & Infrastruct. Eng., 9, pp.1225-1239.
10.1080/15732479.2012.681790
4
S.W, Choi, K., Park, Y., Kim and H.S., Park, 2013. A Numerical Study on the Strain Based Monitoring Method for Lateral Structural Response of Buildings using FBG Sensors. J. Comput. Struct. Eng. Ist. Korea, 26, pp.263-269.
10.7734/COSEIK.2013.26.4.263
5
M.P., Enright and D.M., Frangopol, 1998. Probabilistic Analysis of Resistance Degradation of Reinforced Concrete Bridge Beams under Corrosion. Eng. Struct., 20, pp.960-971.
10.1016/S0141-0296(97)00190-9
6
M.V., Gangone, M.J., Whelan and K.D., Janoyan, 2011. Wireless Monitoring of a Multispan Bridge Superstructure for Diagnostic Load Testing and System Identification. Computer-Aided Civil & Infrastruct. Eng.,, 26, pp.560-579.
10.1111/j.1467-8667.2010.00711.x
7
J., Ghosh and J.E., Padgett, 2010. Aging Considerations in the Development of Time-Dependent Seismic Fragility Curves. J. Struct. Eng., 136, pp.1497-1511.
10.1061/(ASCE)ST.1943-541X.0000260
8
A., Ghobarah, T., Aziz and H., Abou-Elfath, 1999. Softening Effects on The Seismic Response of Non-Ductile Concrete Frames. J. Earthq. Eng.,, 3, pp.59-81.
10.1080/13632469909350340
9
D.S., Hong and J.T., Kim, 2012. Vibration-based Damage Monitoring Scheme of Steel Girder Bolt- Connection Member by using Wireless Acceleration Sensor Node. J. Comput. Struct. Eng. Inst. Korea, 25, pp.81-89.
10.7734/COSEIK.2012.25.1.081
10
S.U., Hong and Y.S., Cho, 2007. A Study of the Structural Internal Assessment of Concrete Slab Using the Ground Penetrating Radar Exploration. J. Archit. Inst. Korea (Structural Division), 23, pp.51-58.
10.1142/9789812793034_0058
11
Z., Hou, M., Noori and R.St., Amand, 2000. Wavelet-Based Approach for Structural Damage Detection. J. Eng. Mech., 126, pp.677-683.
10.1061/(ASCE)0733-9399(2000)126:7(677)
12
S.H., Joh, Y.C., Lim, M., Ismail and H.S., Lee, 2010. Fundamental Study on Developing Embedded Mini-Sensor for Nondestructive Diagnosis Corrosion of Rebar. J. Korea Inst. Struct. Maint. & Insp., 14, pp.179-187.
13
H.K, Kim, Y.K., Hong and G.S., Hong, 2004. Time Dependent Reliability-Based Assessment for the Reinforced Concrete Beams Using the Resistance Degradation Model. J. Archit. Inst. Korea (Structural Division), 20, pp.23-30.
14
J., Kim and J.P., Lynch, 2012. Subspace System Identification of Support Excited Structures-Part II: Gray-Box Interpretations and Damage Detection. Earthq. Eng. & Struct. Dyn., 41, pp.2253-2271.
10.1002/eqe.2185
15
J.Y, Kim, E, Yu, D.Y., Kim and S.D., Kim, 2009. Calibration of Analytical Models to Assess Wind- induced Acceleration Responses of Tall Buildings in Serviceability Level. Eng. Struct., 31, pp.2086-2096.
10.1016/j.engstruct.2009.03.010
16
H.S., Lee and Y.S., Cho, 2009. Evaluation of the Mechanical Properties of Steel Reinforcement Embedded in Concrete Specimen as a Function of the Degree of Reinforcement Corrosion. Int. J. Fract, 157, pp.81-88.
10.1007/s10704-009-9334-7
17
Y.C., Lim, T., Noguchi and S.W., Shin, 2010. Corrosion Evaluation by Estimating the Surface Resistivity of Reinforcing Bar. J. Advan. Concr. Tech., 8, pp.113-119.
10.3151/jact.8.113
18
Mazzoni S. Mckenna F. Fenves G.L. 2006OpenSees Command Language Manual,(http:// opensees.berkeley.edu/index.php)
19
B.K., Oh, S.W., Choi, Y., Kim, T.J., Cho and H.S., Park, 2014. An Analytical Study on System Identification of Steel Beam Structure for Buildings based on Modified Genetic Algorithm. J. Comput. Struct. Eng. Inst. Koera, 27, pp.231-238.
10.7734/COSEIK.2014.27.4.231
20
Y.C., Ou, L.L., Tsai and H.H., Chen, 2012. Cyclic Performance of Large-Scale Corroded Reinforced Concrete Beams. Earthq. Eng. & Struct. Dyn., 41, pp.593-604.
10.1002/eqe.1145
21
J., Park, Y.S., Choun and I.K., Choi, 2011. Sensitivity Analysis of Parameters Affecting Seismic Response for RC Shear Wall with Age-Related Degradation. J. Comput. Struct. Eng. Inst. Korea, 24, pp.391-398.
22
Park R. Park T. Reinforced Concrete Structures Wiley 1975
10.1002/9780470172834
23
Park S.W. Park H.S. Kim J.H. Adeli H. 20153D Displacement Measurement Model for Health Monitoring of Structures using a Motion Capture System, Measurement59352362510.1016/j.measurement.2014.09.063
24
K.D., Pitilakis, S.T., Karapetrou and S.D., Fotopoulou, 2014. Consideration of Aging and SSI Effects on Seismic Vulnerability Assessment of RC Buildings. Bull. Earthq. Eng., 12, pp.1755-1776.
10.1007/s10518-013-9575-8
25
S.R., Shiradhonkar and M., Shrikhande, 2011. Seismic Damage Detection in A Building Frame Via Finite Element Model Updating. Comput. & Struct., 89, pp.2425-2438.
10.1016/j.compstruc.2011.06.006
26
M.G. , Stewart, 2004. Spatial Variability of Pitting Corrosion and Its Influence on Structural Fragility and Reliability of RC Beams in Flexure. Struct. Saf., 26, pp.453-470.
10.1016/j.strusafe.2004.03.002
Information
  • Publisher :Computational Structural Engineering Institute of Korea
  • Publisher(Ko) :한국전산구조공학회
  • Journal Title :Journal of the Computational Structural Engineering Institute of Korea
  • Journal Title(Ko) :한국전산구조공학회 논문집
  • Volume : 28
  • No :5
  • Pages :563-570
  • Received Date : 2015-08-24
  • Revised Date : 2015-09-12
  • Accepted Date : 2015-09-13
Journal Informaiton Journal of the Computational Structural Engineering Institute of Korea Journal of the Computational Structural Engineering Institute of Korea
  • NRF
  • KOFST
  • crossref crossmark
  • crossref cited-by
  • crosscheck
  • orcid
  • open access
  • ccl
Journal Informaiton Journal Informaiton - close