과제정보
This research was supported by UNDERGROUND CITY OF THE FUTURE program funded by the Ministry of Science and ICT.
참고문헌
- Cando MA, Hube MA, Parra PF, Arteta CA. Effect of stiffness on the seismic performance of code-conforming reinforced concrete shear wall buildings. Engineering Structures. 2020;219:110724. DOI:https://doi.org/10.1016/j.engstruct.2020.110724.
- Xue Q, Wu CW, Chen CC, Chen KC. The draft code for performance-based seismic design of buildings in Taiwan. Engineering Structures. 2008;30(6):1535-1547. DOI:https://doi.org/10.1016/j.engstruct.2007.10.002.
- Kircher C, Deierlein G, Hooper J, Krawinkler H, Mahin S, Shing B, Wallace J. Evaluation of the FEMA P-695 methodology for quantification of building seismic performance factors. c2010.
- Wu X, Guo W, Hu P, Bu D, Xie X, Hu Y. Seismic performance evaluation of building-damper system under near-fault earthquake. Shock and Vibration. c2020. DOI:https://doi.org/10.1155/2020/2763709.
- Nazri FM. Predicting the collapse potential of structures in earthquakes. Doctoral dissertation. University of Bristol. c2011.
- American Society of Civil Engineers. Minimum design loads and associated criteria for buildings and other structures (ASCE 7-16). American Society of Civil Engineers. c2017.
- National Earthquake Hazards Reduction Program (US), & Building Seismic Safety Council (US). NEHRP Recommended Provisions (National Earthquake Hazards Reduction Program) for Seismic Regulations for New Buildings and Other Structures. Building Seismic Safety Council. c2001.
- FEMA 356, F. E. Prestandard and commentary for the seismic rehabilitation of buildings. Federal Emergency Management Agency: Washington, DC, USA. c2000.
- Ibrahim YE, El-Shami MM. Seismic fragility curves for mid-rise reinforced concrete frames in Kingdom of Saudi Arabia. The IES Journal Part A: Civil & Structural Engineering. 2011;4(4):213-223. DOI:https://doi.org/10.1080/19373260.2011.609325.
- Islam MR, Chakraborty S, Kim D. Effects of Material Nonlinearity on Seismic Responses of Multistoried Buildings with Shear Walls and Bracing Systems. ARCHITECTURAL RESEARCH. 2022;24(3):75-84. DOI:https://doi.org/10.5659/AIKAR.2022.24.3.75.
- Kassem MM, Nazri FM, Farsangi EN. On the quantification of collapse margin of a retrofitted university building in Beirut using a probabilistic approach. Engineering Science and Technology, an International Journal. 2020;23(2):373-381. DOI:https://doi.org/10.1016/j.jestch.2019.05.003.
- Ozkul TA, Kurtbeyoglu A, Borekci M, Zengin B, Kocak A. Effect of shear wall on seismic performance of RC frame buildings. Engineering Failure Analysis. 2019;100:60-75. DOI:https://doi.org/10.1016/j.engfailanal.2019.02.032.
- Tiwari P, Badal P, Suwal R. Effectiveness of fluid viscous dampers in the seismic performance enhancement of RC buildings. Asian Journal of Civil Engineering. 2022:1-10. DOI:https://doi.org/10.1007/s42107-022-00504-1.
- Rakesh, B., & KS, S. S. K. M. N. Seismic Analysis of Tall Structures by using Dampers in Etabs. c2022.
- Guneyisi EM, Altay G. Seismic fragility assessment of effectiveness of viscous dampers in R/C buildings under scenario earthquakes. Structural Safety. 2018;30(5):461-480. DOI:https://doi.org/10.1016/j.strusafe.2007.06.001.
- Zhang W, Liu S, Shokrabadi M, Dehghanpoor A, Taciroglu E. Nonlinear seismic fragility assessment of tall buildings equipped with tuned mass damper (TMD) and considering soil-structure interaction effects. Bulletin of Earthquake Engineering. 2022:1-15. DOI:https://doi.org/10.1007/s10518-022-01363-6.
- De Domenico D, Ricciardi G. Earthquake-resilient design of base isolated buildings with TMD at basement: Application to a case study. Soil Dynamics and Earthquake Engineering. 2018;113:503-521. DOI:https://doi.org/10.1016/j.soildyn.2018.06.022.
- Huang L, Clayton PM, Zhou Z. Seismic design and performance of self-centering precast concrete frames with variable friction dampers. Engineering Structures. 2021;245:112863. DOI:https://doi.org/10.1016/j.engstruct.2021.112863.
- Reggio A, Angelis MD. Optimal energy-based seismic design of non- conventional Tuned Mass Damper (TMD) implemented via inter- story isolation. Earthquake Engineering & Structural Dynamics. 2015;44(10):1623-1642. DOI:https://doi.org/10.1002/eqe.2548.
- Lee CH, Kim J, Kim DH, Ryu J, Ju YK. Numerical and experimental analysis of combined behavior of shear-type friction damper and non-uniform strip damper for multi-level seismic protection. Engineering Structures. 2016;114:75-92. DOI:https://doi.org/10.1016/j.engstruct.2016.02.007.
- Charkaborty S, Islam MR, Kim, D. Structural Performance Assessment of Buildings Considering Beam Discontinuity and Horizontal Irregularity under Wind and Earthquake Loads. Journal of the Korea Institute for Structural Maintenance and Inspection. 2022;26(5):10-19. https://doi.org/10.11112/JKSMI.2022.26.5.10.
- Islam MR, Chakraborty S, Kim D. Effect of Plan Irregularity and Beam Discontinuity on Structural Performances of Buildings under Lateral Loadings. Architectural Research. 2022;24(2):53-61. DOI: https://doi.org/10.5659/AIKAR.2022.24.2.53.
- Armali M, Damerji H, Hallal J, Fakih M. Effectiveness of friction dampers on the seismic behavior of high rise building VS shear wall system. Engineering Reports. 2019;1(5):e12075. DOI:https://doi.org/10.1002/eng2.12075.