References
- ACI 318. (2011). Building code requirements for structural concrete and commentary. American Concrete Institute. Farmington Hills, MI: American Concrete Institute.
- ACI 352R. (2002). Recommendations for design of beam-column connections in monolithic reinforced concrete structures. Farmington Hills, MI: American Concrete Institute.
- ACI 374.1. (2005). Acceptance criteria for moment frames based on structural testing and commentary. Farmington Hills, MI: American Concrete Institute.
- ACI 550.2R. (2013). Design guide for connections in precast jointed systems. Farmington Hills, MI: American Concrete Institute.
- ACI ITG/T1.2. (2003). Special hybrid moment frames composed of discretely jointed precast and post-tensioned concrete member and commentary. Farmington Hills, MI: American Concrete Institute.
- Ang, A. H. S., Kim, W. J., & Kim, S. B. (1993). Damage estimation of existing bridge structures. In Structural engineering in natural hazards mitigation: Proceedings of ASCE structures congress, Irvine CA (Vol. 2, pp. 1137-1142).
- ASTM A615/A 615M. (1992). Deformed and plain billet-steel bars for concrete reinforcement. West Conshohocken, PA: ASTM International.
- ASTM A706M. (2013). Standard specification for low-alloy steel deformed and plain bars for concrete reinforcement. West Conshohocken, PA: ASTM International.
- Atakoy, H. (2014). Review on weldability of reinforcing steel, and design criterion for reinforced concrete applications. Precast Concrete Journal, 110, 5-9. (in Turkish).
- Belleri, A., & Riva, P. (2012). Seismic performance and retrofit of precast concrete grouted sleeve connections. PCI Journal, 57(1), 97-109. https://doi.org/10.15554/pcij.01012012.97.109
- Chang, B., Hutchinson, T., Wang, X., & Englekirk, R. (2013). Experimental seismic performance of beam-column subassemblies using ductile embeds. Journal of Structural Engineering, 139(9), 1555-1566. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000628
- Chen, S., Yan, W., & Gao, J. (2012). Experimental investigation on the seismic performance of large-scale interior beam-column joints with composite slab. Advances in Structural Engineering, 15(7), 1227-1237. https://doi.org/10.1260/1369-4332.15.7.1227
- Cheok, G. S., Stone, W. C., & Lew, H. S. (1993). Performance of 1/3-scale model precast concrete beam-column connections subjected to cyclic inelastic loads. Report No. 3, NISTIR 5246, National Institute of Standard and Technology.
- Cheok, G. S., Stone, W. C., & Nakaki, S. D. (1996). Simplified design procedure for hybrid precast concrete connections. NISTIR 5765, National Institute of Standard and Technology.
- Craifaleanu, I-G., & Lungu, D. (2008). An assessment of damage potential and of building performance demands for Romanian Vrancea earthquakes. In 14th World Conference on Earthquake Engineering, Beijing, China.
- Ertas, O., Ozden, S., & Ozturan, S. (2006). Ductile connections in precast concrete moment resisting frames. PCI Journal, 51(3), 66-76. https://doi.org/10.15554/pcij.05012006.66.76
- FEMA P-795. (2011). Quantification of building seismic performance factors: Component equivalency methodology. Washington, DC: Federal Emergency Management Agency.
- Im, H., Park, H., & Eom, T. (2013). Cyclic loading test for reinforced-concrete emulated beam-column connection of precast concrete moment frame. ACI Structural Journal, 110(1), 115-125.
- Kassem, W. (2015). Strength prediction of corbels using strutand-tie model analysis. International Journal of Concrete Structures and Materials, 9(2), 255-266. https://doi.org/10.1007/s40069-015-0102-y
- Kim, J., & Hyunhoon, C. (2015). Monotonic loading tests of RC beam-column subassemblage strengthened to prevent progressive collapse. International Journal of Concrete Structures and Materials, 9(4), 401-413. https://doi.org/10.1007/s40069-015-0119-2
- Lim, K., Shin, H., Kim, D., Yoon, Y., & Lee, J. (2016). Numerical assessment of reinforcing details in beam-column joints on blast resistance. International Journal of Concrete Structures and Materials, 10(3), 87-96.
- Moehle, J. (2014). Seismic design of reinforced concrete buildings. New York: McGraw Hill Professional.
- Negro, P., & Toniolo. G. (2012). Design guidelines for connections of precast structures under seismic actions. Report EUR 25377 EN, European Commission.
- Ozden, S., & Meydanli, H. (2003). Seismic response of precast industrial buildings during 1999 Kocaeli earthquake. SE-40EEE, Skopje earthquake 40 years of European earthquake engineering, Skopje, Macedonia.
- Pampanin, S., Priestley, M. J., & Sritharan, S. (2001). Analytical modeling of the seismic behaviour of precast concrete frames designed with ductile connections. Journal of Earthquake Engineering, 5(3), 239-367.
- Park, R., & Ang, A. H. S. (1985). Mechanistic seismic damage model for reinforced concrete. Journal of Structural Engineering, 111(4), 722-739. https://doi.org/10.1061/(ASCE)0733-9445(1985)111:4(722)
- Park, R., & Bull, D. K. (1986). Seismic resistance of frames incorporating precast prestressed concrete beam shells. PCI Journal, 31(4), 54-93. https://doi.org/10.15554/pcij.07011986.54.93
- Priestley, M. J. N., Sritharan, S., Conley, J. R., & Pampanin, S. (1999). Preliminary results and conclusions from the PRESSS five-story precast concrete test building. PCI Journal, 44(6), 42-67. https://doi.org/10.15554/pcij.11011999.42.67
- Rashidian, O., Abbasnia, R., Ahmadi, R., & Nav, F. M. (2016). Progressive collapse of exterior reinforced concrete beam-column sub-assemblages: Considering the effects of a transverse frame. International Journal of Concrete Structures and Materials, 10(4), 479-497. https://doi.org/10.1007/s40069-016-0167-2
- Rodriguez, M. E., & Rodriguez, A. (2006). Welding of reinforcing bars should be avoided in reinforced concrete structures in seismic zones in Mexico. Revista de Ingenieria Sismica, Sociedad Mexicana de Ingenieria Sismica, 75, 69-95. (in Spanish).
- Rodriguez, Mario. E., & Torres-Matos, Miguel. (2013). Seismic behavior of a type of welded precast concrete beam-column connection. PCI Journal, 58(3), 81-94.
- Ronagh, H. R., & Baji, H. (2014). On the FE modeling of FRP-retrofitted beam-column subassemblies. International Journal of Concrete Structures and Materials, 8(2), 141-155. https://doi.org/10.1007/s40069-013-0047-y
- Saatcioglu, M., Mitchell, D., Tinawi, R., Gardner, N. J., Gillies, A. G., Ghobarah, A., et al. (2001). The August 17, 1999 Kocaeli (Turkey) earthquake-damage to structures. Canadian Journal of Civil Engineering, 28(4), 715-737. https://doi.org/10.1139/l01-043
- Senel, S., & Palanci, M. (2013). Structural aspects and seismic performance of 1-story precast buildings in Turkey. Journal of Performance of Constructed Facilities, 27(4), 437-449. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000316
- TS EN ISO 2560. (2013). Welding consumables - Covered electrodes for manual metal arc welding of non-alloy and fine grain steels - Classification. Ankara: Turkish Standards Institution.
- TS 708. (2010). Steel for the reinforcement of concrete-Reinforcing steel. Ankara: Turkish Standards Institution.
- Turkish Earthquake Code (TEC). (1998). Specifications for structures built in disaster areas. Ankara: Ministry of Public Works and Settlement.
- Turkish Earthquake Code (TEC). (2007). Specifications for buildings constructed in disaster areas. Ankara: Ministry of Public Works and Settlement.
- Yuksel, E., Karadogan, H. F., Bal, I. E., Ilki, A., Bal, A., & Inci, P. (2015). Seismic behavior of two exterior beam-column connections made of normal-strength concrete developed for precast construction. Engineering Structures, 99, 157-172. https://doi.org/10.1016/j.engstruct.2015.04.044
Cited by
- Seismic Performance Factors for Precast Buildings with Hybrid Beam-Column Connections vol.199, pp.None, 2017, https://doi.org/10.1016/j.proeng.2017.09.510
- The Effects of Steel Fiber and Nano-SiO2 on the Cyclic Flexural Behavior of Reinforced LWAC Beams vol.22, pp.10, 2017, https://doi.org/10.1007/s12205-017-0920-3
- Experimental Evaluation of Precast Concrete Beam-Column Connections with High-strength Steel Rebars vol.23, pp.1, 2017, https://doi.org/10.1007/s12205-018-1807-7
- Assessment and Optimization of a Clean and Healthier Fusion Welding Procedure for Rebar in Building Structures vol.10, pp.20, 2017, https://doi.org/10.3390/app10207045
- System identification for a six-storey precast concrete frame building vol.73, pp.10, 2017, https://doi.org/10.1680/jmacr.19.00441
- Experimental Studies on Portal Frames made with Palm oil Shell Light Weight Fiber Reinforced Concrete vol.1979, pp.1, 2021, https://doi.org/10.1088/1742-6596/1979/1/012002
- Experimental study on the mechanical properties of grouted sleeve joint with the fiber-reinforced grouting material vol.41, pp.None, 2017, https://doi.org/10.1016/j.jobe.2021.102691