Investigation on the weld damage behavior of steel beam-to-column connection

X. Y. Liu1,2, Yuqing Wang2, Jiechao Xiong3, Yujia Shi
1College of Basic Education for Commanding Officers, National University of Defense Technology, Changsha, China
2Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing, China
3Nanjing Jianye District Bureau of Construction and Transport, Nanjing, China

Tóm tắt

Từ khóa


Tài liệu tham khảo

Beremin F.M. (1983). “A local criterion for cleavage fracture of a nuclear pressure vessel steel.” Metall. Trans. Vol. 11, pp. 2277–2287.

Binnur G.K. and Secil E. (2005). “Prediction of fracture behavior of steel beam-to-column connections with weld defect using the SINTAP.” Engineering Structures, Vol. 27, pp. 760–768.

Chi W. M., Deierlein G. G., and Ingraffea A. (2000). “Fracture toughness demands in welded beam-column moment connections.” Journal of Structural Engineering, ASCE, Vol. 126, No.1, pp. 88–97.

Cosenza E. and Manfredi G. (1992). “Seismic Analysis of Degrading Models by means of Damage Functions Concept.” Nonlinear Seismic Analysis and Design of Reinforced Concrete Buildings, Elsevier.

GB/T5117-1995 (2011). Carbon steel covered electrode, China Standards Press.

GB50661-2011 (2011). Code for welding of steel structures, China building industry press.

GB-T1591-1994 (1994). High strength low alloy structural steels, China Standards Press.

Han Lin Hai. (2004). “The concrete filled-steel tube structure: theory and practice.” Beijing: Science Press.

John W. F., Robert J. D., and Eric J. K. (1995). “Fracture Mechanics of Welded Structural Steel Connections.” SAC report No. 95-09, Washington, DC.

Kato B. and Akiyama H. (1975). “Aseismic Limit Design of Steel Rigid Frames.” Proceeding of Architectural Institute of Japan, No.237, Nov., 1975.

Kaufmann E.J. and Fisher J.W. (1995). “A study of the effects of material and welding factors on moment frame weld joint performance using a small scale tension specimen.” Technical report SAC 95-08.

Kravinkler H. and Zhorei M. (1983). “Cumulative Damge in Steel Structures Subjected to Earthquake Ground Motions.” Computers and Structures, Vol. 16, pp. 1–4.

Krawinkler H. and Nassar A. A. (1992). “Seismic Design based on Ductility and Cumulative Damage Demands and Capacities.” Nonlinear Seismic Analysis and Design of Reinforced Concrete Buildings, Elsevier.

Kumar S. and Usami T. (1994). “A note on evaluation of damage in steel structures under cyclic loading.” Journal of Structure Engineering”, JSCE, Vol. 40A, pp. 177–178.

Liu Y.M., Chen Y.Y. and Chen Y.J. (2002). “Hysterical Model of Steel Frame Connection Considering Partial Fracture.” Journal of Tongji University (Natural Science), Vol. 31, No. 5, pp. 525–539.

Matos C.G. and Dodds R.H. (2001). “Probabilistic modeling of weld fracture in steel frame connections part I: quasistatic loading.” Engineering Structures, Vol. 23, pp. 1011–1030.

Matos C.G. and Dodds R.H. (2002). “Probabilistic modeling of weld fracture in steel frame connections part II: seismic loading.” Engineering Structures, Vol. 24, pp. 687–705.

Park A. J. and Ang H. S. (1985). “Mechanistic Seismic Damage Model for Reinforced Concrete.” Journal of Structure Engineering, Vol.111, No.4, pp. 195–207.

Powell G. H. and Allchabadi R. (1988). “Seismic damage prediction by deterministic methods: Concept and procedures.” Earthquake Engineering and Structural Dynamics, Vol. 16, pp. 719–734.

SAC. (1995). “Interim Guidelines: Evaluation, Repair, Modification and Design of Welded Steel Moment Frame Structures.” SAC-95-02, Sacramento, California.

Shen Z.Y. and Shen S. (2002). “Seismic Analysis of Tall Steel Structures with Damage Cumulation and Fracture Effects.” Journal of Tongji University (Natural Science), Vol. 30, No. 4, pp. 393–398.

Tawil S., Mikesell T., Vidarsson E. and Kunnath S.K. (1998). “Strength and Ductility of FR Welded-Bolted Connections.” SAC report No. 98-01, Washington, DC.

Shi W.L, Xiao Y., Li G.Q. and Ye Z.M. (2008). “Pseudodynamic tests on composite joints with flush end plate connections.” Earthquake Engineering and Engineering Vibration, Vol. 28, No. 6, pp. 124–133.

Shi Y.J., Ao X.L., Wang Y.Q. and Shi G. (2009). “Experimental study on the seismic performance of beam-to-column composite connections in medium-high strength steel frame structures.” China Civil Engineering Journal, Vol. 42, No. 4, pp. 48–54.

Su D. (2005). “Seismic Behavior of Beam-Column Connections in Steel Structure with Composite Effect.” Tsinghua University.

Toyoda M. (2002). “Properties of steel structures damaged in Hanshin-Japan and Northridge-USA earthquake.” Seminar notes. Dokuz Eylul University, Izmir(Turkey).

Yang T.S. and Popov E.P. (1995). “Experimental and Analytical Studies of Steel Connections and Energy Dissipators.” SAC report No. 95-13, Washington, DC.

Zhang L. (2004). “Study on earthquake resistance of rigid beam-to-column connection of steel structure.” Tianjin University.

Zhao D.W., Shi Y.J. and Chen H. (2000). “Experimental Research on Beam-column Connections Under Cyclic Loading.” Building Structure, Vol. 30, No. 9, pp. 3–6.