과제정보
연구 과제 주관 기관 : National Natural Science Foundation of China, South China University of Technology, Central Universities
참고문헌
- ABAQUS Analysis Users Manual (2011), ABAQUS Standard, Version 6.10
- Abdalla, K.M., Drosopoulos, G.A. and Stavroulakis, G.E. (2014), "Failure behavior of a top and seat angle bolted steel connection with double web angles", J. Struct. Eng., 141(7), 04014172. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001132
- Abidelah, A., Bouchair, A. and Kerdal, D.E. (2012), "Experimental and analytical behavior of bolted end-plate connections with or without stiffeners", J. Constr. Steel Res., 76(3), 13-27. https://doi.org/10.1016/j.jcsr.2012.04.004
- AISC (1995), Manual of Steel Construction-load and Resistance Factor Design, American Institute of Steel Construction, Chicago, IL, USA.
- Akiyama, H. (2000), "Evaluation of fractural mode of failure in steel structures following Kobe lessons", J. Constr. Steel Res., 55(1-3), 211-227. https://doi.org/10.1016/S0143-974X(99)00086-3
- ANSI/AISC 341-10 (2010), An American National Standard, Specification for Structural Steel Buildings, American Institute of Steel Construction, Chicago, USA.
- Aydin, A.C., Kilic, M., Maali, M. and Sagiroglu, M. (2015), "Experimental assessment of the semi-rigid connections behavior with angles and stiffeners", J. Constr. Steel Res., 114, 338-348. https://doi.org/10.1016/j.jcsr.2015.08.017
- Azizinamini, A. and Radziminski, J.B. (1989), "Static and cyclic performance of semirigid steel beam-to-column connections", J. Struct. Eng., 115(12), 2979-2999. https://doi.org/10.1061/(ASCE)0733-9445(1989)115:12(2979)
- Brunesi, E., Nascimbene, R. and Rassati, G.A. (2014), "Response of partially-restrained bolted beam-to-column connections under cyclic loads", J. Constr. Steel Res., 97, 24-38. https://doi.org/10.1016/j.jcsr.2014.01.014
- Citipitioglu, A., Rami Hajali, M. and White, D.W. (2002), "Refined 3D finite element modeling of partially-restrained connections including slip", J. Constr. Steel Res., 58(5-8), 995-1013. https://doi.org/10.1016/S0143-974X(01)00087-6
- Danesh, F., Pirmoz, A. and Daryan, A.S. (2007), "Effect of shear force on the initial stiffness of top and seat angle connections with double web angles", J. Constr. Steel Res., 63(9), 1208-1218. https://doi.org/10.1016/j.jcsr.2006.11.011
- Eurocode 3 (2005), Design of Steel Structures, Part 1-8: Design of Joints, European Committee for Standardization, EN 1993-1-8, Brussels
- Faella, C., Piluso, V. and Rizzano, G. (1999), Structural Steel Semirigid Connections: Theory, Design and Software, CRC Press, Italy
- Feizi, M.G., Mojtahedi, A. and Nourani, V. (2015), "Effect of semi-rigid connections in improvement of seismic performance of steel moment-resisting frames", Steel Compos. Struct.. 19(2), 467-484. https://doi.org/10.12989/scs.2015.19.2.467
- FEMA-350 (2000), Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings, Federal Emergency Management Agency, Rep. FEMA-350, Washington D.C., USA.
- Garlock, M.M., Ricles, J.M. and Sause, R. (2003), "Cyclic load tests and analysis of bolted top-and-seat angle connections", J. Struct. Eng., 129(12), 1615-1625. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:12(1615)
- GB50017-2003 (2003), Code for Design of Steel Structures, Ministry of Construction of the PRC, Beijing, China.
- Ghassemieh, M., Shamim, I. and Gholampour, A.A. (2014), "Influence of the axial force on the behavior of endplate moment connections", Struct. Eng. Mech., 49(49), 23-40. https://doi.org/10.12989/sem.2014.49.1.023
- Guo, B., Gu, Q. and Liu, F. (2006), "Experimental behavior of stiffened and unstiffened end-plate connections under cyclic loading", J. Struct. Eng., 132(9), 1352-1357. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:9(1352)
- Kukreti, A.R. and Abolmaali, A. (1999), "Moment-rotation hysteresis behavior of top and seat angle steel frame connections", J. Struct. Eng., 125(8), 810-820. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:8(810)
- Liu, Y., Malaga-Chuquitaype, C. and Elghazouli, A.Y. (2014), "Behaviour of open beam-to-tubular column angle connections under combined loading conditions", Steel Compos. Struct., 16(2), 157-185. https://doi.org/10.12989/scs.2014.16.2.157
- Mahin, S.A. (1998), "Lessons from damage to steel buildings during the Northridge earthquake", Eng. Struct., 20(4-6), 261-270. https://doi.org/10.1016/S0141-0296(97)00032-1
- Park, R. and Paulay, T. (1975), Reinforced Concrete Structures, John Wiley and Sons Inc., New York.
- Piluso, V. and Faella, C. (1998), "Experimental analysis of bolted connections: Snug versus", J. Struct. Eng., 124(7), 765-774. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:7(765)
- Reinosa, J.M., Loureiro, A., Gutierrez, R. and Lopez, M. (2015), "Analytical plate approach for the axial stiffness prediction of stiffened angle cleats", J. Constr. Steel Res., 106(106), 77-88. https://doi.org/10.1016/j.jcsr.2014.12.010
- Shi, G., Shi, Y. and Wang, Y. (2008), "Behaviour of end-plate moment connections under earthquake loading", Eng. Struct., 29(5), 703-716. https://doi.org/10.1016/j.engstruct.2006.06.016
- Shiravand, M.R. and Mahboubi, S. (2016), "Behavior of post-tensioned connections with stiffened angles under cyclic loading", J. Constr. Steel Res., 116, 183-192. https://doi.org/10.1016/j.jcsr.2015.09.003
- Skejic, D., Dujmovic, D. and Beg, D. (2014), "Behaviour of stiffened flange cleat joints", J. Constr. Steel Res., 103(12), 61-76. https://doi.org/10.1016/j.jcsr.2014.07.011
- Tagawa, H. and Liu, Y. (2014), "Stiffening of bolted end-plate connections with steel member assemblies", J. Constr. Steel Res., 103, 190-199. https://doi.org/10.1016/j.jcsr.2014.09.005
- Tong, L., Chen, Y., Chen, Y. and Fang, C. (2016), "Cyclic behaviour of beam-to-column joints with cast steel connectors", J. Constr. Steel Res., 116, 114-130. https://doi.org/10.1016/j.jcsr.2015.09.005
- Venture, S.J. (1997), "Protocol for fabrication, inspection, testing, and documentation of beam-column connection tests and other experimental specimens", Report no. SAC/BD-97/02, SAC Joint Venture, Sacramento, California, USA.
- Zhan, W. and Tao, W. (2012), "Experiment and finite element analysis for the end plate minor axis connection of semi-rigid steel frames", China Civil Eng. J., 45(8), 83-89.
피인용 문헌
- Cyclic Behavior of Steel Beam to CFT Column Connections with Gusset Plates vol.2019, pp.None, 2018, https://doi.org/10.1155/2019/3798671
- Hysteretic Behavior of Beam-to-Column Joints with Cast Steel Connectors vol.2019, pp.None, 2019, https://doi.org/10.1155/2019/9802672