1 |
Gilberson, M. F., "Two Nonlinear Beams with Definitions of Ductility", Proceedings of ASCE, Vol. 95, No. ST2, 1966.
|
2 |
Japan Building Disaster Prevention Association., "Standard for Damage Level Classification", Tokyo, Japan(in Japanese), 2001.
|
3 |
Japan Building Disaster Prevention Association, "Standard for Evaluation of Seismic Capacity of Existing Reinforced Concrete Buildings", Tokyo, Japan(in Japanese, revised in 1990 and 2001).
|
4 |
Kang Seok Lee, "Seismic Capacity Requirements for Low-Rise Reinforced Concrete Buildings Controlled by both Shear and Flexure", Journal of Advanced Concrete Technology, Vol. 8. No. 1, February 2010, pp.75-91.
DOI
ScienceOn
|
5 |
Masaki Maeda, Yoshiaki Nakano and Kang Seok Lee, "Post-Earthquake Damage Evaluation for RC Buildings Based on Residual Seismic Capacity", 13th World Conference on Earthquake Engineering, Vancouver, No. 1179, August 2004.
|
6 |
OTANI, S., "Inelastic Analysis of RC Frame Structures", Proceedings of ASCE, Vol. 100, No. ST7, 1974.
|
7 |
Shunsuke OTANI, "Hysteresis models of reinforced concrete for earthquake response analysis", journal of the faculty of engineering, the university of tokyo, Vol. 36, No. 2, 1981.
|
8 |
이강석, 이원호, 류해상, "말뚝기초를 포함한 철근콘크리트 건물의 비선형 지진해석법에 관한 연구", 한국지진공학회 논문집, Vol. 7, No. 2 (통권30호), 2003.
|
9 |
日本建築學會, "鐵筋コンクリート構造計算規準.同解說", 1991.
|
10 |
梅村魁遍, "鐵筋コンクリ一ト建物の動的設計法續(中層)", 技報堂, 19820호, 2003.
|
11 |
Berg, G. V. and D. A. DaDeppo, "Dynamic Analysis of Elastoplastic Structures", Proc. ASCE, Vol. 86, No. EM 2, 1960.
|
12 |
Federal Emergency Management Agency, "FEMA 310. 1998. Handbook for Seismic Evaluation of Buildings - A Prestandard", Washington D.C.
|