Mobile QR Code QR CODE
Export citation EndNote

References

1 
AIK , 2016, Korean Building Code 2016 (KBC 2016) and Com-mentray, Seoul, Korea; Kimoondang Publishing Company, Architectural Institute of Korea (AIK). (In Korean)Google Search
2 
AIK , 2017, Guidelines for Performance-Based Seismic Design of Residential Buildings, Seoul, Korea, Architectural Institute of Korea (AIK). (In Korean)Google Search
3 
AIK , 2019, Site Inspection and Damage Investigation of Buildings by Earthquakes in Gyeongju and Pohang, Seoul, Korea; Spacearts Co., Architectural Institute of Korea (AIK). (In Korean)Google Search
4 
Anajafi H., Medina R. A., 2017, Evaluation of ASCE 7 Equations for Designing Acceleration-Sensitive Nonstruc-tural Components Using Data from Instrumented Buildings, Earthquake Engineering & Structural Dynamics 47, Vol. 47, No. 4, pp. 1075-1094DOI
5 
ASCE , 2014, Seismic Evaluation and Retrofit of Existing Buildings (ASCE/SEI 41-13), Reston, VA; American Society of Civil Engineers (ASCE)Google Search
6 
ASCE , 2016, Minimum Design Loads for Buildings and Other Sturctures (ASCE/SEI 7-16), Reston, VA; American Society of Civil Engineers (ASCE)Google Search
7 
Bachman R. E., Drake R. M., 1995, A Study to Empirically Validate the In-structure Response Accelerations in the 1994 NEHRP Provisions Design Force Equations for Architectural, Mechanical, and Electrical Components, Letter Report Sub-mitted to the National Center for Earthquake Engineering Research per NSF Grant No. CMS-9416580Google Search
8 
Chopra A. K., 2017, Dynamics of Structures, 5th Edition, Saddle River, N.J.; Pearson. 1,095Google Search
9 
CSI , 2018, Perform 3D, Nonlinear Analysis and Performance Assessment for 3D Structures, User Guide Version 7, Berkeley, CA; Computer and Structures, Inc.(CSI)Google Search
10 
Drake R. M., Bachman R. E., 1996, NEHRP Provisions for 1994 for Nonstructural Components, Journal of Architectural Engineering, Vol. 2, No. 1, pp. 26-31DOI
11 
European Committee for Standardization (CEN) , 2004, Eurocode 8: Design of Structures for Earthquake Resistance (BS EN 1998:2004), London, UK; British Standards Institute (BSI)Google Search
12 
Fels A., Pugliese A., Muzzi F., 1981, Campano-Lucano Earthquake, November 1980, Italy, Strong Motion Data Related to Local Site Conditions, International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 20Google Search
13 
Hough S. E., Borcherdt P. A., Friberg R. B., Field E., Jacob K. H., 1990, The Role of Sediment-induced Amplification in the Collapse of the Nimitz Freeway during the October 17, 1989 Loma Prieta earthquake. Nature 344, pp. 853-855Google Search
14 
ICC , 2015, International Building Code (IBC 2015), Washington, D.C; International Code Council (ICC)Google Search
15 
Jung H. C., Jung J. S., Kim S. G., Lee B. G., Lee K. S., 2017, Middle・Low Layer RC School Building by the Gyeongju Earthquake Damage Analysis, Journal of the Architectural Institute of Korea Structure & Construction, Vol. 37, No. 1, pp. 627-628Google Search
16 
KCI , 2017, KCI Model Code 2017 (KCI M-18-006). Seoul, Korea; Kimoondang Publishing Company, Korea Concrete Institute (KCI). (In Korean)Google Search
17 
Kim D. K., Eom T. S., Lim Y. J., Lee H. S., Park H. G., 2011, Macro Model for Nonlinear Analysis of Reinforced Concrete Walls, Journal of the Korean Concrete Institute, Vol. 23, No. 5, pp. 569-579DOI
18 
Kim J. C., Shin S. H., 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, Vol. 35, No. 3, pp. 3-10DOI
19 
Lee J. S., 2018, A Study on Method of Improvement and the Type of Damage Cause according to Calamity in Pohang Earthquakes Case, Conference Proceeding of the Architec-tural Institute of Korea, Vol. 38, No. 1, pp. 676-679Google Search
20 
Oh S. H., Shin S. H., 2016, Correlation Analysis of Gyeongju Earthquake Waveform and Structural Damage Scale, Journal of the Architectural Institute of Korea Structure & Construc-tion, Vol. 32, No. 12, pp. 33-44DOI
21 
PEER , 2017, Guidelines for Performance-Based Seismic Design of Tall Buildings (TBI 2017), Berkeley, California; Pacific Earthquake Engineering Research Center (PEER)Google Search
22 
Reinoso E., Miranda E., 2005, Estimation of Floor Accele-ration Demands in High-rise Buildings during Earthquakes, The Structural Design of Tall and Special Buildings, Vol. 14, No. 2, pp. 107-130DOI
23 
Yoo C. H., Kim T. W., Park H. G., 2015, Comparison of Nonlinear Analysis Programs for Small-size Reinforced Concrete Buildings II, Journal of the Earthquake Engineering Society of Korea, Vol. 19, No. 5, pp. 229-238DOI