참고문헌
- Pall AS, Marsh C. Response of friction damped braced frames. J. Struct. Div. ASCE. 1982 June;108(ST6):1313-1323.
- Mualla IH, Belev B. Performance of steel frames with a new friction damper device under earthquake excitation. Engineering Structures. Elsevier. 2002 Mar;24(3):365-371. https://doi.org/10.1016/S0141-0296(01)00102-X
- Wu B, Zhang J, Williams MS, Ou J. Hysteretic behavior of improved Pall-typed frictional dampers. Engineering Structures. Elsevier. 2005 Jul;27(8):1258-1267. https://doi.org/10.1016/j.engstruct.2005.03.010
- Monir HS, Zeynali KA. Modified friction damper for diagonal bracing of structures. Journal of Constructional Steel Research. Elsevier. 2013 Aug;87:17-30. https://doi.org/10.1016/j.jcsr.2013.04.004
- Roh JE, Lee SH. Performance tests of rotary friction damper for seismic retrofitting of building structures. Journal of Architectural Institute of Korea. 2011;27(12):11-20.
- Constantinou MC, Tsopelas P, Hammel W, Sigaher AN. Toggle- Brace-Damper Seismic Energy Dissipation Systems. Journal of Structural Engineering. ASCE. 2001 Feb;127(2):105-112. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:2(105)
- Hwang JS, Huang YN, Hung YH. Analytical and experimental study of toggle-brace-damper systems. Journal of Structural Engineering. ASCE. 2005 July;131(7):1035-1043. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:7(1035)
- Park JY, Han SW, Moon KH, Lee KS, Kim HJ. Experimental study on hysteretic characteristics of rotational friction energy dissipative devices. EESK J. Earthquake Engineering. 2013 Sep; 17(5):227-235. https://doi.org/10.5000/EESK.2013.17.5.227
- Kim HJ, Christoloulos C, Tremblay R. Experimental characterization of boltstressed non asbestos organic(NAO) material-to-steel interfaces. Report, Dept. of Civil Engineering, Univ. of Toronto, Canada; c2004; p.6-30.
- Jeon KJ. An improvement of priority-screening method for seismic capacity evaluation and safety of R/C school buildings in Korea. Master's thesis. Chonnam National University. c2011.
- Moon KH, Jeon YR, Lee CS, Han SW. Evaluation of performance of Korean existing school buildings with masonry infilled walls against earthquakes. EESK J. Earthquake Engineering. 2012 Dec;16(6):37-46. https://doi.org/10.5000/EESK.2012.16.6.037
- Ministry of Education. Standard design documents of school building(Announcement of Ministry of Construction No. 130). National Archives of Korea; c1980
- Lee SH, Jeong TK. A proposal for the effective evaluation method of seismic capacity using RC school structures damaged by Kobe earthquake. Journal of Architectural Institute of Korea. 2006 Apr;22(4):83-93.
- ACI Committee 318. Building Code Requirements for Structural Concrete (ACI 318M-11) and Commentary: American Concrete Institute; c2011.