References
- 곽효경, 김선필(2001) 반복하중을 받는 RC기둥의 비선형 해석을 위한 모멘트-곡률 관계의 개발, 대한토목학회 논문집, 21(6-A), pp.957 -966
-
곽효경, 김진국, 김한수(2002) P-
${\Delta}$ 효과를 고려한 RC 기둥의 극한저항력 산정, 한국전산구조공학회 논문집, 15(1), pp.105-116 - 곽효경, 김진국(2006) 적층단면법에 의한 철근콘크리트 보 해석에서의 부착슬립효과, 한국전산구조공학회 논문집, 19(1), pp.1-14
- 사단법인 한국지진공학회(1992) 내진설계규준연구(II) : 내진 설계 성능기준과 경제성 평가, 건설기술연구원
- 신현기 (2005) 철근콘크리트 구조물의 비선형 거동을 고려한 비탄성 설계스펙트럼의 결정, 석사학위논문, 건설및환경공학과, 한국과학기술원
- ACI Committee 318(2002) Building Code Requirements for Reinforced Concrete (ACI 318-02). American Concrete Institute. Detroit
- ASCE (2003) Minimum Design Loads for Buildings and Other Structures, ASCE7-02. Reston. Verginia
- ATC(1995) Seismic Evaluation and Retrofit of Concrete Buildings: Volumn 1, 2. ATC-40 Report, Applied Technology Council, Redwood City. California
- Belarbi. A., Hsu, T. T.C. (1994) Constitutive Laws of Concrete in Tension and Reinforcing Bars Stiffened by Concrete, ACI Structural Journal, 91(4). pp.465- 474
-
Bernal, D.(1987) Amplification Factors for Inelastic Dynamic P-
${\Delta}$ effects in Earthquake Analysis, Earthquake Engineering and Structural Dynamics. 15. pp.635-651 https://doi.org/10.1002/eqe.4290150508 - Bozcrgnia. Y., Bertero. V. V. (2004) Earthquake Engineering: from Engineering Seismology to Performace-Based Engineering, CRC Press, Florida
- Button. M.R., Cronin. C.J., Mayes. R.L. (2002) Effect of Vertical Motions on Seismic Response of Highway Bridges, Journal of Structural Engineering, 128(12), pp.1551-1564 https://doi.org/10.1061/(ASCE)0733-9445(2002)128:12(1551)
- Chopra, A.K. (1995) Dynamic of Structures, Prentice Hall
- Chopra. A.K., Goel, R.K. (1999) Capacity-Demand-Diagram Methods for Estimating Seismic Deformation of Inelastic Structures: SDF Systems, Pacific Earthquake Engineering Research Center, Rport No. PEER-1999/02, University of California, Berkeley, California
- Comite Euro-International du Beton(1990) CEB-FIP Model Code 1990 First Draft,' CEB, Bulletin d'Information 195. Paris
- Eligehausen. R., Popove, E.P., Bertero, V.V.(1983) Local Bond Stress-Slip Relationships of Deformed Bars under Generalized Excitations, Earthquake Engineering Research Center, Report No. UCB/EERC 83/23, University of California, Berkeley, California
- Federal Emergency Management Agency(1997), NEHRP guidelines for the seismic rehabilitation of buildings, FEMA 273
- Filippou, F.C., Popov. E.P., Bertero, V.V. (1983) Effects of Bond Deterioration on Hysteretic Behavior of Reinfroced Concrete Joints, Earthquake Engineering Research Center, Report UCB/EERC-83/19, University of California, Berkeley, California
- International Code Council (2003) 2003 International Building Code
- Ju, S.H., Liu. C.W., Wu. K.Z. (2000) 3D Analyses of Buildings under Vertical Component of Earthquakes, Journal of Structural Engineering, 126(10), pp.1196 -1202 https://doi.org/10.1061/(ASCE)0733-9445(2000)126:10(1196)
- Karson. I.D., Jirsa. J.O.(1969) Behavior of Concrete under Compressive Loading, Journal of the Structural Division. 95 (December)
- Kwak, H.G., Filippou, F.C.(1990) Finite Element Analysis of Reinforced Concrete Structures under Monotonic Loads, Report No. UCB/SEMM-90/14, Univ. of California. Berkeley, California
-
MacRae. G.A. (1994) P-
${\Delta}$ Effects on Single-Degree-of-Freedom Structures in Earthquakes, Earthquake Spectra, 10(3), pp.539-568 https://doi.org/10.1193/1.1585788 - Menegotto. M., Pinto. P.E. (1973) Method of Analysis for Cyclically Loaded Reinforced Concrete Plane Frame Including Changes in Geometry and Nonelastic Behavior of elements under Combined Normal Force and Bending, Proceedings, IABSE Symposium on Resistance and ultimate Deformability of Structures Acted on by Well Defined Repeated Loads, Lisbon
- Mo, Y. L. (1994) Dynamics Behavior of Concrete Structures, Developments in Civil Engineering, Elsevier Scientific Pub. Co., 44
- Pinto. P.E., Giuffre, A. (1970) Comportamento del Cemento Armato per Sollecitazioni Cicliche di Forte Intensita, Giornale del Genio Civile. 5
- Rehm, G. (1961) Uber die Grundlagen des Verbundes zwischen Stahl und Beton. Deutscher Ausschuss fur stahlbeton. 138
- Saadeghvaziri , M.A. (1997) Nonlinear Response and Modelling of RC Columns Subjected to Varying Axial Load, Engineering Structures, 19(6), pp.417 -424 https://doi.org/10.1016/S0141-0296(96)00086-7
- Saadeghvaziri , M.A. Foutch. D.A.(1991) Dynamic Behaivor of R/C Highway Brdiges under The Combined Effect of Vertical and Horizontal Earthquake Motions, Earthquake Engineering and Structural Dynamics, 20. pp.535-549 https://doi.org/10.1002/eqe.4290200604
- Scott. B.D., Park, R., Priestley, M.J.N.(1982) Stress-Strain Behavoir of Concrete Confined by Overlapping Hoops at Low and High Strain Rates, ACI, 79(1), pp.13-27
- Shima. H., Chou. L., Okamura. H. (1987) Micro and Macro Model for Bond Behavior in RC, Journal of the Faculty of Engineering, The Unisversity of Tokyo (B), 39(2), pp.133-194
- Stevens, N.J., Uzumeri, S.M., Collins. M.P., Will, G.T. (1991) Constitutive Model for Reinforced Concrete Finite Element Analysis, ACI Strucutural Journal, 88(1), pp.49-59
- Tremblay, R.. Duval, C., Leger, P. (1997) Effects of Hysteretic Models and Ground Motion Characteristics on Seismic P-Delta Strength Amplification Factors, Stability and Ductility of Steel Structures, SDSS 97. pp.311 -318
-
Williamson, E.B. (2003) Evaluation of Damage and P-
${\Delta}$ Effects for Systems Under Earthquake Excitation, Journal of Structural Engineering, 129(8). pp.1036 -1046 https://doi.org/10.1061/(ASCE)0733-9445(2003)129:8(1036)