JKSMI
Journal of the Korea Institute for
Structural Maintenance and Inspection
KSMI
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ISSN : 2234-6937 (Print)
ISSN : 2287-6979 (Online)
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Journal of the Korea Concrete Institute
J Korea Inst. Struct. Maint. Insp.
Indexed by
Korea Citation Index (KCI)
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2023-12
(Vol.27 No.6)
10.11112/jksmi.2023.27.6.201
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REF
References
1
ACI Committee 318 (2019), Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary, American Concrete Institute(ACI), USA.
2
Antoniou, S. (2023), Seismic Retrofit of Existing Reinforced Concrete Buildings, Wiley-Blackwell, USA.
3
ASTM A1035/A1035M (2020), Standard Specification for Deformed and Plain, Low-Carbon, Chromium, Steel Bars for Concrete Reinforcement, ASTM International, USA.
4
Baek, E. L., Oh, S. H., and Lee, S. H. (2014), Seismic Performance of an Existing Low-Rise Reinforced Concrete Piloti Building Retrofitted by Steel Rod Damper, Journal of the Earthquake Engineering Society of Korea, 18(5), 241-251 (In Korean).
5
Choi, K. E., Kim, M. J., Kim, D. S., Kim, H. G., and Kim, K. H. (2022), An Experimental Study on Torsional Behavior of Reinforced Concrete Beams Strengthened by GFRP Sheets, Journal of the Korea Concrete Institute, 34(1), 33-42 (In Korean).
6
Dang-Vu, H., Shin, J., and Lee, K. (2020), Seismic Fragility Assessment of Columns in a Piloti-Type Building Retrofitted with Additional Shear Walls, Sustainability, 12(16), 1-19.
7
Faustino, P., Frade, P., and Chastre, C. (2016), Lateral Cyclic Behaviour of RC Columns Confined with Carbon Fibres, Structures, 5, 196-206.
8
Federal Emergency Management Agency (2000), Prestandard and Commentary for the Seismic Rehabilitation of Buildings (FEMA 356), FEMA, USA.
9
Federal Emergency Management Agency (2003), NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Buildings (FEMA 450), FEMA, USA.
10
Korea Agency for Technology and Standards (2022), Test Method for Compressive Strength of Concrete (KS F 2405), Korea Standard Association, Korea.
11
Kim, S. Y., Chun, Y. S., Han, C. H., and Mun, J. Y. (2020), A Study on Seismic Ductility Reinforcing Method of Piloti Structure for the Multi-Unit Housing, Land & Housing Institute(LH), Korea.
12
Kim, Y. J., Micnhimer, D., and Park, H. G. (2021), Sparse Grid Modeling of Carbon Fiber-Reinforced Polymer-Strengthened Pilotis under Biaxial Load, ACI Structural Journal, 118(6), 19-32.
13
Lee, K. H., and Jeong, S. H. (2012), A Study on the Static Eccentricities of Buildings Designed by Different Design Eccentricities, Journal of the Earthquake Engineering Society of Korea, 16(5), 33-40 (In Korean).
14
Lee, H. S., and Ko, D. W. (2002), Shaking Table Tests of a High-Rise RC Bearing-Wall Structure with Bottom Piloti Stories, Journal of Asian Architecture and Building Engineering, 1(1), 47-54.
15
Lee, H. S., and Ko, D. W. (2007), Seismic Response Characteristics of High-Rise RC Wall Buildings Having Different Irregularities in Lower Stories, Engineering Structures, 29(11), 3149-3167.
16
Sheikh, S. A., and Khoury, S. S. (1997), A Performance-Based Approach for the Design of Confining Steel in Tied Columns, ACI Structural Journal, 94(4), 421-432.
17
Shin, J., Lee, K., Jeong, S. H., Lee, H. S., and Kim, J. (2012), Experimental and Analytical Studies on Buckling-Restrained Knee Bracing Systems with Channel Sections, International Journal of Steel Structures, 12(1), 93-106.
18
Stathopoulos, K. G., and Anagnostopoulos, S. A. (2010), Accidental Design Eccentricity: Is It Important for the Inelastic Response of Buildings to Strong Earthquakes, Soil Dynamics and Earthquake Engineering, 30(9), 782-797.
19
Tastani, S. P., and Pantazopoulou, S. J. (2008), Detailing Procedures for Seismic Rehabilitation of Reinforced Concrete Members with Fiber Reinforced Polymers, Engineering Structures, 30(2), 450-461.
20
Yoo, S. H., and Kim, D. G. (2020), Analytical Study on the Seismic Retrofit Method of Irregular Piloti Building Using Knee-Brace, Journal of the Korea Institute for Structural Maintenance and Inspection, 24(1), 35-42 (In Korean).
21
Zhang, J., Wang, F., Zhao, D., Zhang, M., and Cao, W. (2023), Seismic Performance of Resilient Recycled Aggregate Piloti-Type Structure, Engineering Structures, 282, 1-16.
