Mobile QR Code QR CODE

Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
  • Indexed by
  • Korea Citation Index (KCI)

References

1 
Kwon, U. J., Baek, E. R., and Lee, S. H. (2017), Structural Behaviour Characteristics of Low-rised Piloti Type Reinforced Concrete Building According to Stiffness and Strength Ratios of Inter-story, Journal of the Architectural Institute of Korea Structure & Construction, 19(1), 201-209.URL
2 
Moon, E. C., Baek, E. R., and Lee, S. H. (2018), Influence of Inter-story Strength and Stiffness Ratios on the Seismic Performance of RC Pilotis Type Building, Journal of the Korea Concrete Institute, 30(6), 633-640.DOI
3 
Kim, J. C., Shin, S. H., and Oh, S. H. (2019), Damage Investigation of Pilotis Structures and Analysis of Damage Causes by Pohang Earthquake, Journal of the Architectural Institute of Korea Structure & Construction, 35(3), 3-10.DOI
4 
Kim, T. W., Chu, Y. R., Kim, S. R., and Bhandari, D. (2018), Seismic Behavior of Domestic Piloti-type Buildings Damaged by 2017 Pohang Earthquake, Journal of the Earthquake Engineering Society of Korea, 22(3), 161-168.DOI
5 
Jeon, H. K., Baek, E. R., and Lee, S. H. (2021), Shaking Table Test on the Piloti-type RC Frames with Horizontal Irregularity, Journal of the Architectural Institute of Korea, 37(8), 177-188.DOI
6 
De la Llera, J. C., and Chopra, A. K. (1994), Evaluation of Code Accidental-Torsion Provisions from Building Records, Journal of Structural Engineering, 120(2), 597-616.DOI
7 
Stathopoulos, K., 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.DOI
8 
Mohamed, O. A., and Mehana, M. S. (2020), Assessment of Accidental Torsion in Building Structures Using Static and Dynamic Analysis Procedures, Applied Sciences, 10(16), 5509.DOI
9 
Moghadam, A. S., and Tso, W. K. (2000), Pushover Analysis for Asymmetric and Set-back Buildings, Proceedings of the 12th World Conference on Earthquake Engineering.URL
10 
De Stefano, M., and Pintucchi, B. (2008), A Review of Research on Seismic Behaviour of Irregular Building Structures Since 2000, Bulletin of Earthquake Engineering, 6(2), 285-308.DOI
11 
Mrdak, I., Rakocevic, M., and Ladinovic, D. (2024), Assessment of Torsional Irregularity Provisions for Buildings in Accordance with Eurocode8, Journal of Applied Engineering Science, 22(2), 310-315.DOI
12 
Anagnostopoulos, S. A., and Stathopoulos, K. (2000), Inelastic Earthquake Response of Buildings Subjected to Torsion, Proceedings of the 12th World Conference on Earthquake Engineering.URL
13 
Ministry of the Interior and Safety(MOIS). (2018), Investigation and Analysis Report on the 2017 Pohang Earthquake Damage, National Disaster Management Research Institute.URL
14 
Architectural Institute of Korea (AIK). (2006), Korean Building Code(KBC 2006), Architectural Institute of Korea.URL
15 
Architectural Institute of Korea (AIK). (2009), Korean Building Code(KBC 2009), Architectural Institute of Korea.URL
16 
Ministry of Land, Infrastructure and Transport (MOLIT). (2017), Structural Design Guidelines for Piloti-type Buildings, Ministry of Land, Infrastructure and Transport.URL
17 
American Society of Civil Engineers (ASCE). (2022), Minimum Design Loads and Associated Criteria for Buildings and Other Structures (ASCE/SEI 7-22).URL
18 
Canadian Commission on Building and Fire Codes (2020), National Building Code of Canada 2020 (NBCC 2020), National Research Council of Canada.URL
19 
Architectural Institute of Japan (AIJ). (2010), AIJ Standard for Structural Calculation of Reinforced Concrete Structures.DOI
20 
European Committee for Standardization (CEN). (2004), Eurocode 8: Design of Structures for Earthquake Resistance – Part 1: General Rules, Seismic Actions and Rules for buildings (EN 1998-1:2004).URL
21 
Li, K. (2009), Canny User’s Manual.URL
22 
Jeon, H. K., Baek, E. R., and Lee, S. H. (2021), Shaking Table Test on the Piloti-type RC Frames with Horizontal Irregularity, Journal of the Architectural Institute of Korea, 37(8), 177-188.DOI