참고문헌
- ASCE 41-13 (2013), Seismic Evaluation and Retrofit of Existing Building, American Society of Civil Engineering, USA.
- ASCE 7-16 (2016), Minimum Design Loads and Associated Criteria for Buildings and Other Structures, American Society of Civil Engineering, USA.
- Azuhata, T., Midorikawa, M., Ishihara, T. and Wada, A. (2002), "Shaking table tests on seismic response reduction effects of rocking building structural systems", NIST Spec. Publ., 325-332.
- Eatherton, M.R. and Hajjar, J.F. (2014), "Hybrid simulation testing of a self-centering rocking steel braced frame system", Earthq. Eng. Struct. Dyn., 43(11), 1725-1742. https://doi.org/10.1002/eqe.2419
- FEMA P695 (2009), Quantification of Building Seismic Performance Factors, Federal Emergency Management Agency, USA.
- Hosseini, M. and Alavi, S. (2014), "A kind of repairable steel buildings for seismic regions based on buildings' rocking motion and energy dissipation at base level", J. Civil Struct. Eng., 1(3), 157-163.
- Hosseini, M. and Alyasin, S. (1996), "Deliberate directing of damage in lifeline systems subjected to earthquakes", Proceedings of the Hazard-96 Symposium, Toronto, Canada.
- Hosseini, M. and Bozorgzadeh, S. (2013), "An innovative design for repairable regular steel buildings by using a 4-cell configuration structure with some inclined columns at base level, equipped with double-adas devices, and security cables at corners", Proceedings of the Thirteenth East Asia-Pacific Conference on Structural Engineering and Construction, Sapporo University, Hokkaido University Collection of Scholarly and Academic Papers.
- Hosseini, M. and Ebrahimi, H. (2015), "Proposing a yielding-plate energy dissipating connection for circumferential columns of steel rocking buildings and investigating its circumferential properties by nonlinear proper finite element analyses", Proceedings of the 6th International Conference on Advances in Experimental Structural Engineering, University of Illinois, Urbana-Champaign, USA.
- Hosseini, M. and Farsangi, E.N. (2012), "Telescopic columns as a new base isolation system for vibration control of high-rise buildings", Earthq. Struct., 3(6), 853-867. https://doi.org/10.12989/eas.2012.3.6.853
- Hosseini, M., Fekri, M. and Yekrangnia, M. (2016), "Seismic performance of an innovative structural system having seesaw motion and columns equipped with friction dampers at base level", Struct. Des. Tall Spec. Build., 25(16), 842-865. https://doi.org/10.1002/tal.1286
- Hosseini, M., Tirabadi, Y.M. and Hosseinzadeh, N.A. (2016), "An innovative seismic design for repairable regular steel buildings by using rocking motion and circumferential energy dissipating columns at base level", Proceedings of the Thirteenth East Asia-Pacific Conference on Structural Engineering and Construction, The Thirteenth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-13).
- Kafaeikivi, M., Roke, D.A. and Huang, Q. (2016), "Seismic performance assessment of self-centering dual systems with different configurations", Struct., 5, 88-100. https://doi.org/10.1016/j.istruc.2015.09.004
- Kam, W.Y., Pampanin, S. and Elwood, K. (2011), "Seismic performance of reinforced concrete buildings in the 22 February Christchurch (Lyttleton) earthquake", Bull. N.Z. Soc. Earthq. Eng., 44(4).
- Kelly, J.M., Skinner, R.I. and Heine, A.J. (1972), "Mechanisms of energy absorption in special devices for use in earthquake resistant structures", Bull. N.Z. Soc. Earthq. Eng., 5(3), 63-88.
- Khalkhali, S.M.H., Hosseini, M. and Aziminejad, A. (2017), "Dividing building's structure into 4 interactive rocking parts to make it repairable after major earthquakes", Proceedings of the 16th World Conference on Earthquake Engineering, Santiago, Chile, January.
- Khanmohammadi, M. and Heydari, S. (2015), "Seismic behavior improvement of reinforced concrete shear wall buildings using multiple rocking systems", Eng. Struct., 100, 577-589. https://doi.org/10.1016/j.engstruct.2015.06.043
- Ma, Q.T., Wight, G.D., Butterworth, J.W. and Ingham, J.M. (2005), "Predicting the in-plane rocking behaviour of posttensioned concrete walls subjected to earthquake excitations", In the New Zealand Concrete Industries Conference.
- Mahdavi, V. (2018), "Proposing a method for creation of rocking motion in steel building with large plans and low heights for improving their seismic performance based on directed-damage design idea", Ph.D. Dissertation, Civil Engineering Department, Isfahan (Khorasgan) Branch, Islamic Azad University, Isfahan, Iran.
- Midorikawa, M., Azuhata, T., Ishihara, T. and Wada, A. (2006), "Shaking table tests on seismic response of steel braced frames with column uplift", Earthq. Eng. Struct. Dyn., 35(14), 1767-1785. https://doi.org/10.1002/eqe.603
- Nakahara, K. and Nagase, T. (2000), "Earthquake response of rocking column in Japanese traditional wooden structure", Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan.
- Nejati, F., Hosseini, M. and Mahmoudzadeh, A. (2017), "Design of repairable regular steel buildings with square plan based on seesaw motion of building structure and using DADAS dampers", Int. J. Struct. Integrity, 8(3), 326-340. https://doi.org/10.1108/IJSI-07-2016-0025
- Nicknam, A. and Filiatrault, A. (2015), "Direct displacement-based seismic design of propped rocking walls", Earthq. Spectra, 31(1), 179-196. https://doi.org/10.1193/051512EQS187M
- Nielsen, G.M., Almufti, I. and Mahin, S.A. (2010), "Performance of rocking core walls in tall buildings under severe seismic motions [C]", Proceedings of the 9th US National and 10th Canadian Conference on Earthquake Engineering, Toronto.
- Otani, S., Hiraishi, H., Midorikawa, M. and Teshigawara, M. (2000), "Research and development of smart structural systems", Proceedings of 12th World Conference on Earthquake Engineering, Auckland, New Zealand.
- Pollino, M. (2015), "Seismic design for enhanced building performance using rocking steel braced frames", Eng. Struct., 83, 129-139. https://doi.org/10.1016/j.engstruct.2014.11.005
- Priestley, M.J.N., Evison, R.J. and Carr, A.J. (1978), "Seismic response of structures free to rock on their foundations", Bull. NZ Nat. Soc. Earthq. Eng., 11(3), 141-150.
- Qu, B., Sanchez-Zamora, F. and Pollino, M. (2014), "Mitigation of inter-story drift concentration in multi-story steel concentrically braced frames through implementation of rocking cores", Eng. Struct., 70, 208-217. https://doi.org/10.1016/j.engstruct.2014.03.032
- Seismic Design Code of Buildings (2014), Standard No. 2800, Building and Housing Research Center (BHRC), 4th Edition, Iran.