1 |
ATC, 'Seismic evaluation and retrofit of concrete buildings', ATC-40, Applied Technology Council, Redwood City, California, 1996
|
2 |
Building Seismic Safety Council, 'NEHRP guidelines for the seismic rehabilitation of buildings', FEMA-273, Federal Emergency Management Council, Washington, D.C, 1997
|
3 |
박효경, 김선필, '반복하중을 받는 RC기둥의 비선형해석을 위한 모켄트-곡률 관계의 개발', 대한토목학회 논문집, 대한토목학회, Vol. 21, No. 6-A, 2001, pp. 957-966
|
4 |
Clough, R. W. and Johnston, S. B., 'Effect of Stiffness Degradation on Earthquake Ductility Requirements,' Proceedings, Japan Earthquake Engineering Symposium, Tokyo, Japan, 1966. 10, pp. 195-198
|
5 |
박홍근, 엄태성, '휨지배 철근콘크리트 부재의 핀칭과 에너지소산능력,' 한국콘크리트학회 논문집, Vol. 15, No. 4, 2003, pp. 594-605
|
6 |
엄태성, 박홍근, '휨지배 철근콘크리트 부재의 에너지 소산성능 평가방법,' 한국콘크리트학회 논문집, Vol. 14, no. 4, 2002, pp. 566-577
|
7 |
엄태성, 박홍근, '철근콘크리트 휨재에 대한 에너지 소산능력 산정식의 개발,' 한국콘크리트학회 논문집, Vol. 14, no. 6, 2002, pp. 989-1000
과학기술학회마을
DOI
|
8 |
한상환, 이리형, '철근콘크리트 보통모멘트 골조 기둥의 거동평가,' 한국콘크리트학회 논문집, Vol. 14, no.2, 2002, pp. 199-206
|
9 |
V. Prakash, G. H. Powell, and S. Campbell, 'DRAIN-2DX Base Program Description and User Guide-Version 1.10,' University of California, Report No. UCB/SEMM-93/17, November, 1993
|
10 |
임혜정, 박흥근, 엄태성, '내진 설계를 위한 에너지 소산량 산정법의 활용,' 한국지진공학회 논문집, Vol. 7, No. 6, 2003, pp. 109-117
과학기술학회마을
DOI
|
11 |
Paulay, T. and Priestley, M. J. N., Seismic Design of Reinforced Concrete and Masonry Buildings, John Wiley & Sons, INC, 1992
|
12 |
Priestley, M. J. N, 'Performance Based Seismic Design,' Proceedings, WCEE, Auckland, New Zealand, 2000
|
13 |
Kunnath, S. K., Reinhorn, A. M., and Park, Y. J., 'Analytical Modeling of Inelastic Seismic Response of RIC Structures,' Journal of Structural Engineering, ASCE, Vol. 116, No.4, 1990, pp. 996-1017
DOI
|
14 |
Kwak, H. and Kim, S., 'Nonlinear analysis of RC Beams Subject to Cyclic Loading,' Journal of Structural Engineering, ASCE, Vol. 127, No. 12, 2001, pp. 1436-1444
DOI
ScienceOn
|
15 |
Roufaiel, M. S. L. and Meyer, c., 'Analytical Modeling of Hysteretic Behavior of R/C Frames,' Journal of Structural Engineering, ASCE, Vol. 113, No.3, 1987, pp. 429-444
|
16 |
Saiidi, M., 'Hysteresis Models for Reinforced Concrete,' Journal of the Structural Division, ASCE, Vol. 108, No. ST5, 1982, pp. 1077-1087
|
17 |
Takeda, T., Sozen, M. A., and Nielsen, N. N., 'Reinforced Concrete Response to Simulated Earthquakes,' Journal of the Structural Division, ASCE, Vol. 96, No. ST12, 1970, pp. 2557-2572
|
18 |
Park, R and Paulay, T., Reinforced Concrete Structures, John Wiley & Sons, New York, 1972
|
19 |
Abrams, D. P., 'Influence of Axial Force Variations on Flexural Behavior of Reinforced Concrete Columns,' ACI Structural Journal, Vol.84, No.3, 1987, pp. 246-254
|
20 |
Park, R, Kent, D. C., and Sampson, R. A.,'Reinforced Concrete Members with Cyclic Loading,' Journal of the Structural Division, ASCE, Vol. 98, No. ST7, 1972, pp. 1341-1359
|
21 |
Brown, R. H. and Jirsa, J. O., 'Reinforced Concrete Beams under Load Reversals,' ACI Structural Journal, Vol.68, No.5, 1971, pp. 380-390
|
22 |
Cheok, G. S. and Stone, W. C., 'Behavior of 1/6-Scale Model Bridge Columns Subjected to Inelastic Cyclic Loading,' ACI Structural Journal, Vol.87, No.6, 1990, pp. 630-638
|
23 |
Park, R and Thompson, K. J., 'Behavior of Prestressed, Partially Prestressed and Reinforced Concrete Interior Beam-Column Assemblies under Cyclic Loading: Test Results of Unit 1 to 7,' Research Report 74-9, Department of Civil Engineering, University of Canterbury, 1974, pp. 42
|
24 |
Wehbe, N. I., Saiidi, M. S., and Sanders, D. H., 'Seismic Performance of Rectangular Bridge Columns with Moderate Confinement,' ACI Structural Journal, Vol.96, No.2, 1999, pp. 248-258
|
25 |
Wight, J. K. and Sozen, M. A., 'Strength Decay of RC Columns under Shear Reversals,' Journal of the Structural Division, ASCE, Vol. 101, No. ST5, 1975, pp. 1053-1065
|