JKSMI - Journal of the Korea Institute for Structural Maintenance and Inspection

1

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2

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7

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8

Irikura, K., Kamae, K., Kawabe, H. (2004), Importanc-e of Prediction of Long-period Ground Motion during Larg-e Earthquakes, Annual Conference of the Seismological So-ciety of Japan, Poster Session, Fukuoka

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11

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12

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13

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14

Li, H. N., Wu, X. X. (2006), Limitations of Height-to-width Ratio for Base-isolated Buildings under Earthquake, T-he Structural Design of Tall and Special Buildings, 15(3), 277-287.

15

Lopez Garcia, D., Soong, T. T. (2003a), Sliding Fragili-ty of Block-Type Nonstructural Components. Part 1: Unres-trained Components, Earthquake Engineering and Structura-l Dynamics, 32(1), 111-129.

16

Lopez Garcia, D., Soong, T. T. (2003b), Sliding Fragili-ty of Block-Type Nonstructural Components. Part 2: Restra-ined Components, Earthquake Engineering and Structural Dynamics, 32(1), 131-149.

17

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18

Miranda, E., Mosqueda, G., Retamales, R., Pekcan, G. (2012), Performance of Nonstructural Components during the 27 February 2010 Chile Earthquake, Earthquake Spectra, EERI, 28(1), 453-471.

19

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20

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21

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22

(2016), NEBS Requirements: Pysical Protection (GR-63-CORE), Telcordia Technologies, Inc., Network Equipment Build-ing System Generic Requirements 63 Core, Issue 3, New Jersey, USA.

23

Oh, S.H., Choi, K.Y., Ryu, H.S., Kim, Y.J. (2018), An Experiment Study on Verification for the Performance of S-eismic Retrofit System Using of Dual Frame with Different Eigenperiod, Journal of the Korea Institute for Structural Maintenance and Inspection, KSMI, 22(5), 91-100.

24

Saito, T. (2016), Response of High-rise Building under Lon-g Period Earthquake Ground Motions, International Journal of Structural and Civil Engineering Research, 5(4), 308-314.

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JKSMIJournal of the Korea Institute forStructural Maintenance and Inspection