1 |
Ryu HG, Park TW, Lee SH, Chung L, Cho SH. Seismic Performance Evaluation of School Buildings in Gyunggi Region Considering Seismic Hazard Map. Korean Society of Safety. 2009; 24(4):66-73.
|
2 |
Lee SH, Jeong TK. A Proposal for the Effective Evaluation Method of Seismic Capacity Using RC School Structures Damaged by Kobe Earthquake. Journal of the Architectural Institute of Korea. 2006; 22(4):83-93.
과학기술학회마을
|
3 |
Fiorato AE, Sozen MA, Gamble WL. An investigation of the interaction of reinfoced concrete frames with masonry filler walls. Report UIU\LU-ENG-70-100, Department of Civil Engineering, University of Illinois, Urbana-Champaign IL, USA. 1970.
|
4 |
Mehrabi AB, Shing PB, Schuller MP, Noland JL. Performance of masonry-infilled r/c frames under in-plane lateral loads. Report CU/SR-94-6, Department of Civil, Environmental, and Architectural Engineering, University of Colorado, Boulder CO, USA. 1994.
|
5 |
Mehrabi, AB, Shing PB, Schuller MP, Noland JL. Experimental evaluation of masonry-infilled rc frames. Journal of Structural Engineering. 1996;122(3):228-237.
DOI
|
6 |
Dolsek M, Fajfar P. Mathematical modelling of an infilled RC frame structure based on the results of pseudo-dynamic tests. Earthquake Engineering and Structure Dynamic, 2002;31:1215-1230.
DOI
ScienceOn
|
7 |
Yang IS, Chae HS, Choi SM. Examples of Earthquake Damage and Seismic Retrofit for Existing School Building in Foreign. Journal of Korean Society of Steel Construction. 2009; 41-44.
|
8 |
Filippou FC, Popov EP, Bertero VV. Effects of bond deterioration on hysteretic behavior of reinforced concrete joints. Report EERC 83-19, Earthquake Engineering Research Center, University of California, Berkeley, 1983.
|
9 |
Mazzoni S, McKenna F, Scott M, Fenves G. Open system for earthquake engineering simulation (OpenSees). User Command Language Manual, University of California, Berkeley: Pacific Earthquake Engineering Research Center; 2006.
|
10 |
Hisham M, Yassin M. Nonlinear analysis of prestressed concrete structures under monotonic and cycling loads. PhD dissertation, University of California, Berkeley, 1994.
|
11 |
FEMA. Pre-standard and commentary for the seismic rehabilitation of buildings, report FEMA-356. Washington, DC: SAC Joint Venture for the Federal Emergency Management Agency. 2000.
|
12 |
Kim HC, Kim KJ, Park JH, Hong WK. Experimental Study on the Material Properties of Unreinforced Masonry Considering Earthquake Load. Journal of the Earthquake Engineering Society of Korea. 2001; 5(2):93-101.
과학기술학회마을
|
13 |
Lee YH, Kim MS, Byeon EH, Kim HC. Experimental Investigation of The Shear Strengthening of Unreinforced Masonry Infilled RC Frames Using CFRP Sheet. Earthquake Engineering Society of Korea. 2010; 14(1):63-70.
DOI
ScienceOn
|
14 |
Stanfford SB. Lateral stiffness of infilled frames. Journal of the Structural Division (ASCE). 1962; 88(6): 183-199.
|
15 |
Ko H, Kim HS, Park YK, Lee DG. Evaluation of Seismic Behavior for RC Moment Resisting Frame with Masonry Infill Walls. Earthquake Engineering Society of Korea. 2010; 14(5):13-22.
과학기술학회마을
DOI
ScienceOn
|
16 |
Je JH, Kim JS, Yoon, TH, Inelastic Behavior of Standard School Building according to Hysteresis Models. The Korea Academia-Industrial Cooperation Society. 2009; 10(4): 838-845.
과학기술학회마을
DOI
ScienceOn
|
17 |
Vamvatsikos D, Cornell CA. Incremental dynamic analysis. Earthquake Engineering and Structural Dynamics, 2002; 31(3):491-514.
DOI
ScienceOn
|
18 |
Han SW, Chopra AK. Approximate incremental dynamic analysis using the modal pushover analysis procedure. Earthquake Engineering and Structural Dynamics. 2006; 135:1853-1873.
|
19 |
Architectural Institute of Korea, Korean Building Code 2005, 2005.
|
20 |
Architectural Institute of Korea, Korean Building Code 2009, 2009.
|
21 |
Kang SG, Kim SE, Kim MY, O JY, Jang YJ, Jo MY, Cha JM. Education National Survey and Data Annual Report 2005. Korea Educational Development Institute, 2005.
|
22 |
National Emergency Management Agency, A Study on Status of Seismic Design by types of Structures. 2010
|
23 |
ATC, Quantification of building seismic performance factors, ATC 63. Applied Technology Council, Redwood City, CA., 2009.
|