References
- Aboutaha, R.S., Engelhardt, M.D., Jirsa, J.O. and Kreger, M.E. (1999), 'Rehabilitation of shear critical concrete columns by use of rectangular steel jackets', ACI Struct. J, 96(1), 68-78
- Altin, S., Ersoy, U. and Tankut, T. (1992), 'Hysteretic response of reinforced concrete infilled frames', J. Struct. Div., ASCE, 118(8), 2133-2150 https://doi.org/10.1061/(ASCE)0733-9445(1992)118:8(2133)
- Aoyama, H., Kato, D., Katsumata, H. and Hosokawa, Y. (1984), 'Strength and behavior of postcast shear walls for strengthening of existing R/C buildings', Proc. of the Eighth World Con! on Earthquake Engineering, San Francisco, Calif., 1, 485-492
- Badoux, M. and Jirsa, J.O. (1990), 'Steel bracing of RC frame for seismic retrofitting', J. Struct. Eng., ASCE, 116(1),55-74 https://doi.org/10.1061/(ASCE)0733-9445(1990)116:1(55)
- Bertero, V.V. and Brokken, S.T. (1983), 'Infills in seismic resistant building', J. Struct. Div., ASCE, 109(6), 1337-1361 https://doi.org/10.1061/(ASCE)0733-9445(1983)109:6(1337)
- Bush, T.D., Jones, E.A. and Jirsa, J.O. (1990), 'Behavior of RC frame strengthened using structural steel bracing', J. Struct. Eng., ASCE, 117(4),115-1126
- Canbay, E., Ersoy, U. and Ozcebe, G (2003), 'Contribution of reinforced concrete infills to the seismic behavior of structural systems', ACI Struct. J, 100(5), 637-643
- Endo, T., Adachi, H. and Nakanishi, M. (1980), 'Force-deformation hysteresis curves of reinforced concrete shear walls', Proc. of the Seventh World Conf. on Earthquake Engineering, 6, Istanbul, 315-322
- Ersoy, U. (1996), 'Seismic rehabilitation-applications, research and current needs', Proc. of the Eleventh WCEE, Paper No. 2099, Mexico
- Ersoy, U. and Uzsoy, S. (1971), 'The behavior and strength of infilled frames', Report No. MAG-205 TUBITAK, Ankara, Turkey (in Turkish)
- Frosch, R.J., Li, w., Jirsa, J.O. and Kreger, M.E. (1996), 'Retrofit of non-ductile moment-resisting frames using precast infill wall panels', Earthquake Spectra, 12(4), 741-760 https://doi.org/10.1193/1.1585908
- Hayashi, Y., Niwa, H. and Fukuhara, M. (1980), 'The strengthening method of the existing R/C buildings', Proc. of the Seventh World Conf. on Earthquake Engineering, Istanbul, Turkey, 4, 89-96
- Higashi, Y. and Kokusho, S. (1975), 'The strengthening method of existing reinforced concrete buildings', U.S.-Japan Cooperative Research Program in Earthquake Engineering, Hawaii
- Higashi, Y., Endo, T. and Shimizu, Y. (1982), 'Effects on behaviors of reinforced concrete frames by adding shear walls', Proc. of the Third Seminar on Repair and Retrofit of Structures, Ann Arbor, Michigan
- Higashi, Y., Endo, T. and Shimizu, Y. (1984), 'Experimental studies on retrofitting of reinforced concrete building frames', Proc. of the Eighth World Conf. on Earthquake Engineering, San Francisco, 1,477-484
- Higashi, Y., Endo, T., Okhubo, M. and Shimizu, Y. (1980), 'Experimental study on strengthening reinforced concrete structure by adding shear wall', Proc. of the Seventh WCEE, Istanbul, Turkey, 7, 173-180
- Inukai, M. and Kaminosono, T. (2000), 'Seismic performance of an existing RC frame retrofitted by precast prestressed concrete shear walls', 12th World Conf. on Earthquake Engineering, Paper No. 2246
- Jirsa, J.O. (1988), 'Behaviour of epoxy-grouted dowels and bolts used for repair or strengthening of reinforced concrete structures', Proc. of 9th WCEE, Tokyo, VII, 371-376
- Jirsa, J.O. and Kreger, M.E. (1989), 'Recent research on repair and strengthening of reinforced concrete structures', Seismic Engineering, CA. Kircher and A.K. Chopra, eds., ASCE, 679-688
- Kahn, L.F. and Hanson, R.D. (1979), 'Infilled walls for earthquake strengthening', J. Struct. Div., ASCE, 105(2), 283-296
- Lee, H.S. and Woo, S.W. (2002), 'Effect of masonry infills on seismic performance of a 3-storey RC frame with non-seismic detailing', Earthq. Eng. Struct. Dyn., 31, 353-378 https://doi.org/10.1002/eqe.112
- Liauw, T.C and Kwan, K.H. (1985), 'Unified plastic analysis for infilled frames', J. Struct. Div , ASCE, 111(7), 1427-1449 https://doi.org/10.1061/(ASCE)0733-9445(1985)111:7(1427)
- Makino, M., Kawano, Y., Kurobane, M., Saisho and Yoshinaga, K. (1980), 'An investigation for the design of framed structures with infill walls', Proc. of the 7th WCEE, Istanbul, Turkey, 4, 369-372
- Miranda, E. and Bertero, V.V. (1990), 'Post-tensioning techniques for seismic upgrading of existing low-rise buildings', 4th US Nat. Conf. on Earthquake Engineering, Proceedings, 2, 139-148
- Moehle, J.P. (2000), 'State of research on seismic retrofit of concrete building structures in the US', US-Japan Symposium and Workshop on Seismic Retrofit of Concrete Structures
- Ohki, K. and Bessho, S. (1980), 'Experimental investigation on aseismic strengthening for existing reinforced concrete frames', Proc. of the Seventh World Conf. on Earthquake Engineering, 6, Istanbul, Turkey, 517-524
- Orangun, CO., Jirsa, J.O. and Breen, J.E. (1977), 'Re-evaluation of test data on development length and splices', J. American Concrete Inst., 74(3), 114-122
- Phan, L.T. and Lew, H.S. (1996), 'Strengthening methodology for lightly reinforced concrete frames', Proc. of the 11th WCEE, Paper No. 1896
- Pincheira, J.A. and Jirsa, J.O. (1995), 'Seismic response of RC frames retrofitted with steel braces or walls', J. Struct. Eng., ASCE, 121(8), 1225-1235 https://doi.org/10.1061/(ASCE)0733-9445(1995)121:8(1225)
- Sonuvar, M.O. Ozcebe, G and Ersoy, U. (2004), 'Rehabilitation of reinforced concrete frames with reinforced concrete infills', ACI Struct. J, 101(4), 1-7
- Sozen, M.A. (1987), 'Toward a behaviour based design of reinforced concrete frames to resist earthquakes', Proc. of9th Technical Conf. of Turkish Society of Civil Engineering, 1, Ankara, Turkey, 1-47, (in Turkish)
- Sugano, S. (1980), 'Aseismic strengthening of existing reinforced concrete buildings', Proc. of the First Seminar on Repair and Retrofit ofStructures, US/Japan Cooperative Earthquake Engineering Research Program
- Sugano, S. (1996), 'State-of-the-art in techniques for rehabilitation of buildings', Proc. of the 11th WCEE, Paper No. 2175
- Sugano, S. and Fujimura, M. (1980), 'Aseismic strengthening of existing reinforced concrete buildings', Proc. of the Seventh WCEE, 4, Istanbul, Turkey, 449-456
- TSC 75 (1975), 'Specifications for the structures to be built in disaster regions (The Turkish Seismic Code)', Ministry of Public Work and Settlement, Ankara
- TSC 98 (1998), 'Specifications for the structures to be built in disaster regions (The Turkish Seismic Code)', Ministry of Public Work and Settlement, Ankara
- Turk, A.M. (1998), 'Rehabilitation of reinforced concrete frames by reinforced concrete infill walls', Ph.D. Thesis, Bogazici University, Istanbul, Turkey
- Valluvan, R., Kreger, M. and Jirsa, J.O. (1993), 'Strengthening of column splices for seismic retrofit of nonductile reinforced concrete frames', ACI Struct. J, 90(4), 432-440
- Yuzugullu, O. (1980), 'Multiple precast reinforced concrete panels for aseismic strengtening of reinforced concrete frames', Proc. of the 7th WCEE, Istanbul, Turkey, 6, 263-270
Cited by
- An investigation on global ductility of strengthened RC frames vol.163, pp.3, 2010, https://doi.org/10.1680/stbu.2010.163.3.177
- Occupant friendly seismic retrofit by concrete plates vol.14, pp.11, 2013, https://doi.org/10.1631/jzus.A1200324
- Shear Tests on Subassemblies Representing the Multi-anchored Connection between PC Wall Panels and RC Frames vol.22, pp.12, 2018, https://doi.org/10.1007/s12205-017-1156-y
- Experimental Study on Existing Reinforced Concrete Frames Strengthened by L-type Precast Concrete Wall Panels to Earthquake-Proof Buildings vol.22, pp.9, 2018, https://doi.org/10.1007/s12205-018-1197-x
- RCC frames with ferrocement and fiber reinforced concrete infill panels under reverse cyclic loading vol.5, pp.3, 2017, https://doi.org/10.12989/acc.2017.5.3.257