참고문헌
- AFPS-90 (1990), Recommendations for the redaction of rules relative to the structures and installation built in regions prone to earthquakes, France Association of Earthquake Engineering, Paris, France.
- Algerian Seismic Code (1988), Algerian Earthquake Resistance Regulations, Ministry of Town-planning and Construction, Algiers, Algeria.
- Al-Nimry, H., Resheidat, M. and Al-Jamal, M. (2014), "Ambient vibration testing of low and medium rise infilled RC frame buildings in Jordan", Soil Dyn. Earthq. Eng., 59, 21-29. https://doi.org/10.1016/j.soildyn.2014.01.002
- Amanat, K.M. and Hoque, E. (2006), "A rationale for determining the natural period of RC building frames having infill", Eng. Struct., 28(4), 495-502. https://doi.org/10.1016/j.engstruct.2005.09.004
- American Society of Civil Engineers (ASCE) (2010), Minimum design loads for buildings and other structures, ASCE Standard ASCE/SEI 7-10. Reston, Virginia.
- Applied Technology Council (ATC) (1978), "Tentative provision for the development of seismic regulations for buildings", Report No. ATC3-06, Applied Technology Council, California.
- Asteris, P.G. (2003), "Lateral stiffness of brick masonry infilled plane frames", J. Struct. Eng., ASCE, 129(8), 1071-1079. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:8(1071)
- Asteris, P.G. (2005), "Closure to 'Lateral stiffness of brick masonry infilled plane frames'by P.G. Asteris", J. Struct. Eng., ASCE, 131(3), 523-524. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:3(523)
- Asteris, P.G. (2008), "Finite element micro-modeling of infilled frames", Electr. J. Struct. Eng., 8(8), 1-11.
- Asteris, P.G., Antoniou, S.T., Sophianopoulos, D.S. and Chrysostomou, C.Z. (2011), "Mathematical macromodeling of infilled frames: State of the art", J. Struct. Eng., ASCE, 137(12), 1508-1517. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000384
- Asteris, P.G., Cotsovos, D.M., Chrysostomou, C.Z., Mohebkhah, A. and Al-Chaar, G.K. (2013). "Mathematical micromodeling of infilled frames: state of the art", Eng. Struct., 56, 1905-1921. https://doi.org/10.1016/j.engstruct.2013.08.010
- Buonopane, S.G. and White, R.N. (1999), "Pseudodynamic testing of masonry infilled reinforced concrete frame", J. Struct. Eng., ASCE, 125(6), 578-589. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:6(578)
- Bureau of Indian Standards (2002), IS-1893, Indian Standard Criteria for Earthquake Resistant Design of Structures-Part 1: General Provisions and Buildings, Fifth Revision, New Delhi, India.
- Cavaleri, L. and Papia, M. (2003) "A new dynamic identification technique: application to the evaluation of the equivalent strut for infilled frames", Eng. Struct., 25(7), 889-901. https://doi.org/10.1016/S0141-0296(03)00023-3
- Cavaleri, L., Fossetti, M. and Papia, M. (2005), "Infilled frames: developments in the evaluation of cyclic behaviour under lateral loads", Struct. Eng. Mech., 21(4), 469-494. https://doi.org/10.12989/sem.2005.21.4.469
- Cavaleri, L. and Papia, M. (2014), "An output-only stochastic parametric approach for the identification of linear and nonlinear structures under random base excitations: Advances and comparisons", Probab. Eng. Mech., 35, 11-21. https://doi.org/10.1016/j.probengmech.2013.10.010
- Chopra, A.K. and Goel, R.K. (2000), "Building period formulas for estimating seismic displacements", Earthq. Spectra, 16(2), 533-536. https://doi.org/10.1193/1.1586125
- Chrysostomou, C.Z. (1991), "Effects of degrading infill walls on the nonlinear seismic response of two-dimensional steel frames", Ph.D. Dissertation, Cornell University, Ithaca, N.Y.
- Chrysostomou, C.Z., Gergely, P. and Abel, J.F. (2002), "A six-strut model for nonlinear dynamic analysis of steel infilled frames", Int. J. Struct. Stab. Dyn., 2(3), 335-353. https://doi.org/10.1142/S0219455402000567
- Chrysostomou, C.Z. and Asteris, P.G. (2012), "On the in-plane properties and capacities of infilled frames", Eng. Struct., 41, 385-402. https://doi.org/10.1016/j.engstruct.2012.03.057
- Crisafulli, F.J. (1997), "Seismic behaviour of reinforced concrete structures with masonry infills", Ph.D. Dissertation, University of Canterbury, New Zealand.
- Crowley, H. and Pinho, R. (2004), "Period-height relationship for existing European reinforced concrete buildings", J. Earthq. Eng., 8(1), 93-119.
- Crowley, H. and Pinho, R. (2006), "Simplified equations for estimating the period of vibration of existing buildings", Proceedings of the First European Conference on Earthquake Engineering and Seismology, Geneva, September.
- Crowley, H. and Pinho, R. (2010), "Revisiting Eurocode 8 formulae for periods of vibration and their employment in linear seismic analysis", Earthq. Eng. Struct. Dyn., 39(2), 223-235. https://doi.org/10.1002/eqe.949
- Dhanasekar, M. and Page, A.W. (1986), "Influence of brick masonry infill properties on the behaviour of infilled frames", Proceedings of the Institution of Civil Engineers, London, 81(2), 593-605. https://doi.org/10.1680/iicep.1986.463
- Dolsek, M. and Fajfar, P. (2004), "Simplified non-linear seismic analysis of infilled reinforced concrete frames", Earthq. Eng. Struct. Dyn., 34, 49-66.
- Dorji, J. (2009), "Seismic performance of brick infilled RC frame structures in low and medium rise buildings in Bhutan", Master Thesis, Queensland University of Technology.
- E.A.K. (2003), Greek Earthquake Resistant Design Code, Earthquake Design and Protection Organization (OASP) and Technical Chamber of Greece (TEE), Athens.
- Egyptian Seismic Code (1988), Regulations for Earthquake Resistant Design of Buildings in Egypt, Egyptian Society for Earthquake Engineering, Cairo, Egypt
- El-Dakhakhni, W.W., Elgaaly, M. and Hamid, A.A. (2003), "Three-strut model for concrete masonryinfilled frames", J. Struct. Eng., ASCE, 129(2), 177-185. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:2(177)
- European Committee for Standardization CEN (2004), Eurocode 8: Design of Structures for Earthquake Resistance - Part 1: General Rules, Seismic Actions and Rules for Buildings. EuropeanStandard EN 1998-1:2004.
- FEMA-274 (1997), NEHRP Commentary on the Guidelines for the Seismic Rehabilitation of Buildings, Washington (DC), Federal Emergency Management Agency.
- FEMA-306 (1998), Evaluation of earthquake damaged concrete and masonry wall buildings: basic procedures manual, Washington (DC), Federal Emergency Management Agency.
- FEMA 450 (2003), NEHRP recommended provisions for seismic regulations for new buildings and other structures. Part 1: Provisions, Washington (DC), Federal Emergency Management Agency.
- Goel, R.K. and Chopra, A.K (1997), "Period formulas for moment-resisting frame buildings", J. Struct. Eng., ASCE, 123(11), 1454-61. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:11(1454)
- Guler, K., Yuksel, E. and Kocak, A. (2008), "Estimation of the fundamental vibration period of existing RC buildings in Turkey utilizing ambient vibration records", J. Earthq. Eng., 12(S2), 140-150. https://doi.org/10.1080/13632460802013909
- Hatzigeorgiou, G. D. and Kanapitsas, G. (2013), "Evaluation of fundamental period of low-rise and mid-rise reinforced concrete buildings", Earthq. Eng. Struct. Dyn., 42(11), 1599-1616. https://doi.org/10.1002/eqe.2289
- Hetenyi, M. (1946), "Beams on elastic foundations", University of Michigan Press, Ann Arbor.
- Holmes, M. (1961), "Steel frames with brickwork and concrete infilling", Proceedings of the Institution of Civil Engineers, London, 19(2), 473-478. https://doi.org/10.1680/iicep.1961.11305
- Hong, L.L. and Hwang, W.L. (2000), "Empirical formula for fundamental vibration periods of reinforced concrete buildings in Taiwan", Earthq. Eng. Struct. Dyn., 29(3), 326-333.
- Internal Conference of Building Officials (1997), Uniform Building Code, California, Wilier.
- Israel IC-413 (1994) SI 413 Design provision for Earthquake Resistant of structures, Standard Institute of Israel 1988.
- Jordanian National Building Council (2005), Jordanian National Building Code for Earthquake-Resistant Buildings, Amman, Jordan.
- Kakaletsis, D.J. and Karayannis, C.G. (2009), "Experimental investigation of infilled reinforced concrete frames with openings", ACI Struct. J., 106(2), 132-141.
- Kaushik, H.B., Rai, D.C. and Jain, S.K. (2006), "Code approaches to seismic design of masonry-infilled reinforced concrete frames: a state-of-the-art review", Earthq. Spectra, 22(4), 961-983. https://doi.org/10.1193/1.2360907
- Kose, M.M. (2009), "Parameters affecting the fundamental period of RC buildings with infill walls", Eng. Struct., 31(1), 93-102. https://doi.org/10.1016/j.engstruct.2008.07.017
- LH logismiki (2013), FESPA 10 for windows, v.5.4.0.100, Athens, Greece.
- Liauw, T.C. and Kwan, K.H. (1984), "Nonlinear behaviour of non-integral infilled frames", Comput. Struct., 18(3), 551-560. https://doi.org/10.1016/0045-7949(84)90070-1
- Mainstone, R.J. (1962), "Discussion on steel frames with brickwork and concrete infilling", Proceedings of The Institution of Civil Engineers, 23, 94-99.
- Mainstone, R.J. (1971), "On the stiffnesses and strengths of infilled frames", Proceedings of the Institution of Civil Engineers, London, 57-90.
- Mainstone, R.J. (1974), "Supplementary note on the stiffness and strengths of infilled frames", Current Paper CP 13/74, Building Research Station, Garston, Watford, U.K.
- Mainstone, R.J. and Weeks, G.A. (1970), "The influence of bounding frame on the racking stiffness and strength of brick walls", Proceedings of the 2nd International Brick Masonry Conference, Building Research Establishment, Watford, England.
- Mander, J.B., Priestley, M.J.N. and Park, R. (1988), " Theoretical stress-strain model for confined concrete", ASCE J. Struct. Eng., 114(8), 1804-1826. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:8(1804)
- Martinez-Rueda, J.E. and Elnashai, A.S. (1997), "Confined concrete model under cyclic load", Mater. Struct., 30(3), 139-147. https://doi.org/10.1007/BF02486385
- Masi, A. and Vona, M. (2010), "Experimental and numerical evaluation of the fundamental period of undamaged and damaged RC frames buildings", Bull. Earthq. Eng., Special Issue Ambient Noise, 8(3), 643-656.
- Mehrabi, A.B., Shing, P.B., Schuller, M. and Noland, J. (1966), "Experimental evaluation of masonryinfilled RC frames", J. Struct. Eng., ASCE, 122(3), 228-237. https://doi.org/10.1061/(ASCE)0733-9445(1996)122:3(228)
- Menegotto, M. and Pinto, P.E. (1973), "Method of analysis for cyclically loaded R.C. plane frames including changes in geometry and non-elastic behaviour of elements under combined normal force and bending", Symposium on the Resistance and Ultimate Deformability of Structures Acted on by Well Defined Repeated Loads, International Association for Bridge and Structural Engineering, Zurich, Switzerland.
- Moghaddam, H.A. (2004), "Lateral load behavior of masonry infilled steel frames with repair and retrofit", J. Struct. Eng., ASCE, 130(1), 56-63. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:1(56)
- Moghaddam, H.A. and Dowling, P.J. (1987), "The State of the Art in Infilled Frames", ESEE Research Report No. 87-2, Imperial College of Science and Technology, Civil Engineering Department, London, U.K.
- Morales, M.D. (2000), "Fundamental period of vibration for reinforced concrete buildings", Master Thesis, Department of Civil Engineering, University of Ottawa, Ottawa, Canada.
- National Research Council (1995), The National Building Code (NBC), Canada.
- New Zealand Society of Earthquake Engineering (NZSEE) (2006), Assessment and improvement of the structural performance of buildings in earthquakes, Recommendations of a NZSEE Study Group on Earthquake Risk Buildings.
- Page, A.W., Kleeman, P.W. and Dhanasekar, M. (1985), "An in-plane finite element model for brick masonry", Proceedings of a session held in conjunction with Structures Congress'85, Chicago.
- Polyakov, S.V. (1960), "On the interaction between masonry filler walls and enclosing frame when loading in the plane of the wall", Translation in Earthquake Engineering, Earthquake Engineering Research Institute, San Francisco.
- Saneinejad, A. and Hobbs, B. (1995), "Inelastic design of infilled frames", J. Struct. Eng., ASCE, 121(4), 634-650. https://doi.org/10.1061/(ASCE)0733-9445(1995)121:4(634)
- Santhi, M.H., Knight, G.M.S. and Muthumani, K. (2005), "Evaluation of seismic response of soft-storey infilled frames", Comput. Concrete, 2(6), 423-437. https://doi.org/10.12989/cac.2005.2.6.423
- Santhi, M.H., Knight, G.M.S. and Muthumani, K. (2005), "Evaluation of seismic performance of gravity load designed reinforced concrete frames", J. Perform. Constr. Facil., 19(4), 277-282. https://doi.org/10.1061/(ASCE)0887-3828(2005)19:4(277)
- Seismic Code of Costa Rica (1986), Federal College of Engineers and Architects of Costa Rica, Department of Design, Ministry of Construction.
- SeismoSoft (2013), "SeismoStruct - A computer program for static and dynamic nonlinear analysis of framed structures", Seismosoft Ltd., Pavia, Italy, v.6.5.200, http://www.seismosoft.com.
- Smith, B.S. (1962), "Lateral stiffness of infilled frames", J. Struct. Div., ASCE, 88(6), 183-199.
- Smith, B.S. (1966), "Behavior of square infilled frames", J. Struct. Div., ASCE, 92(1), 381-403.
- Smith, B.S. (1967), "Methods for predicting the lateral stiffness and strength of multi-storey infilled frames", Build. Sci., 2(3), 247-257. https://doi.org/10.1016/0007-3628(67)90027-8
- Smith, B.S. and Carter, C. (1969), "A method of analysis for infilled frames", Proceedings of the Institution of Civil Engineers, 44(1), 31-48. https://doi.org/10.1680/iicep.1969.7290
- Thomas, F.G. (1953), "The strength of brickwork", Struct. Eng., 31(2), 35-46.
- Venezuelan Seismic Code (1988), Regulations for Earthquake Resistant Buildings, Comision De Normas Industriales, Covenin, Caracas, Venezuela.
- Wood, R.H. (1958), "The stability of tall buildings", Proceedings of the Institution of Civil Engineers, 11(1), 69-102. https://doi.org/10.1680/iicep.1958.2424
- Wood, R.H. (1959), "Discussion on the Stability of tall buildings", Proceedings of the Institution of Civil Engineers, 12(4), 517-518.
- Young, K. and Adeli, H. (2013). "Fundamental period of irregular concentrically braced steel frame structures", The Structural Design of Tall and Special Buildings, 23(16), 1211-1224. https://doi.org/10.1002/tal.1136
피인용 문헌
- The FP4026 Research Database on the fundamental period of RC infilled frame structures vol.9, 2016, https://doi.org/10.1016/j.dib.2016.10.002
- Prediction of the Fundamental Period of Infilled RC Frame Structures Using Artificial Neural Networks vol.2016, 2016, https://doi.org/10.1155/2016/5104907
- Fundamental period of masonry infilled moment-resisting steel frame buildings vol.26, pp.5, 2017, https://doi.org/10.1002/tal.1342
- Cyclic testing and parametric analyses of the fabricated steel frames infilled with autoclaved aerated concrete panels vol.20, pp.4, 2017, https://doi.org/10.1177/1369433216659288
- Fundamental period of infilled RC frame structures with vertical irregularity vol.61, pp.5, 2015, https://doi.org/10.12989/sem.2017.61.5.663
- Estimation of fundamental period of reinforced concrete shear wall buildings using self organization feature map vol.63, pp.2, 2015, https://doi.org/10.12989/sem.2017.63.2.237
- A simple approach for the fundamental period of MDOF structures vol.13, pp.3, 2015, https://doi.org/10.12989/eas.2017.13.3.231
- Strengthening/Retrofitting Techniques on Unreinforced Masonry Structure/Element Subjected to Seismic Loads: A Literature Review vol.12, pp.None, 2015, https://doi.org/10.2174/1874836801812010251
- Fundamental periods of reinforced concrete building frames resting on sloping ground vol.14, pp.4, 2015, https://doi.org/10.12989/eas.2018.14.4.305
- The effect of mortar type and joint thickness on mechanical properties of conventional masonry walls vol.67, pp.6, 2018, https://doi.org/10.12989/sem.2018.67.6.579
- Contribution of RC columns and masonry wall to the shear resistance of masonry infilled RC frames containing different in size window and door openings vol.172, pp.None, 2018, https://doi.org/10.1016/j.engstruct.2018.06.007
- The investigation of seismic performance of existing RC buildings with and without infill walls vol.22, pp.5, 2015, https://doi.org/10.12989/cac.2018.22.5.439
- In-plane response of masonry infilled RC framed structures: A probabilistic macromodeling approach vol.68, pp.4, 2015, https://doi.org/10.12989/sem.2018.68.4.423
- Empirical Period-Height Relationship for reinforced Concrete Moment Resisting Buildings in India vol.481, pp.None, 2015, https://doi.org/10.1088/1757-899x/481/1/012018
- Estimation of fundamental natural period of vibration for reinforced concrete shear walls systems vol.16, pp.3, 2015, https://doi.org/10.12989/eas.2019.16.3.295
- Experimental damage evaluation of prototype infill wall based on forced vibration test vol.8, pp.2, 2015, https://doi.org/10.12989/acc.2019.8.2.077
- Seismic Loss Estimation in Pre-1970 Residential RC Buildings: The Role of Infills and Services in Low-Mid-Rise Case Studies vol.6, pp.None, 2015, https://doi.org/10.3389/fbuil.2020.589230
- A simplified method for estimating the fundamental period of masonry infilled reinforced concrete frames vol.74, pp.6, 2015, https://doi.org/10.12989/sem.2020.74.6.821
- Influence of openings of infill wall on seismic vulnerability of existing RC structures vol.75, pp.2, 2015, https://doi.org/10.12989/sem.2020.75.2.211
- Machine learning and nonlinear models for the estimation of fundamental period of vibration of masonry infilled RC frame structures vol.216, pp.None, 2015, https://doi.org/10.1016/j.engstruct.2020.110765
- Seismic collapse risk of RC frames with irregular distributed masonry infills vol.76, pp.3, 2020, https://doi.org/10.12989/sem.2020.76.3.421
- Seismic behaviour of masonry infilled hinged steel frames with openings: experimental and numerical studies vol.19, pp.3, 2015, https://doi.org/10.1007/s10518-020-01040-6
- New fundamental period formulae for soil-reinforced concrete structures interaction using machine learning algorithms and ANNs vol.144, pp.None, 2015, https://doi.org/10.1016/j.soildyn.2021.106656
- Seismic design method for preventing column shear failure in reinforced concrete frames with infill walls vol.44, pp.None, 2021, https://doi.org/10.1016/j.jobe.2021.102963