Comparison of bolted end plate and T-stub connections sensitivity to bolt diameter on cyclic behavior

International Journal of Steel Structures - Tập 14 Số 3 - Trang 633-647 - 2014
Hamid Saberi1, Ali Kheyroddin2, Mohsen Gerami2
1Semnan University
2Department of Civil Engineering, Semnan University, Semnan, Iran

Tóm tắt

Từ khóa


Tài liệu tham khảo

Abidelah, A., Bouchaïr, A., Kerdal, D. E. (2012). “Experimental and analytical behavior of bolted end-plate connections with or without stiffeners.” J. Construct. Steel Res., 76, pp. 13–27.

Abolmaali. A., Kukreti, A. R., Motahari, A., and Ghassemieh, M. (2009). “Energy dissipation characteristics of semirigid connections.” J. Construct. Steel Res., 65, pp. 1187–1197.

AISC (1980). Manual of steel construction. 8th ed., American Institute of Steel Construction, Chicago.

Amir, S. D., Mohammadreza, S., Hamid, S., Vahid, S., and Ahmad, B. M. (2012). “Behavior of semi-rigid connections and semi-rigid frames.” Journal of The Structural Design of Tall and Special Buildings, DOI: 10.1002/tal.1032 .

ANSYS (2006). ANSYS User’s manual. Version10.0. ANSYS Inc.

Bahaari, M. R. and Sherbourne, A. N. (1994). “Computer modeling of an extended end-plate bolted connection.” Computers & Structures, 52(5), pp. 879–893.

Bursi, O. S. and Jaspart, J. P. (1997). “Calibration of finite element model for isolated bolted end-plate steel connection.” J. Construct. Steel Res., 44(3), pp. 225–262.

FEMA-350 (2000). Recommended seismic design criteria for new steel moment frame buildings. Report no. FEMA-350, Federal Emergency Management Agency, California Universities for Research in Earthquake Engineering

Hu, Y., Davison, B,. Burgess, I., and Plank, R. (2009). “Component modelling of flexible end-plate connections in fire.” International Journal of Steel Structures, 9(1), pp. 1–15.

Lee, J., Goldsworthy, H. M., and Gad, E. F. (2011). “Blind bolted moment connection to unfilled hollow section columns using extended T-stub with back face support.” Eng. Struct., 33, pp. 1710–1722.

Mistakidis, E. S., Baniotopoulos, C. C., Bisbos, C. D., and Panagiotopoulos, P. D. (1997). “Steel T-stub connections under static loading: an effective 2-D numerical model.” J. Construct. Steel Res., 44(1–2), pp. 51–67.

Nemati, N., Houedec, D., L., and Zandonini, R. (2000), “Numerical modelling of the cyclic behaviour of the basic components of steel end plate connections.” Advances in Engineering Software, 31, pp. 837–849.

Popov, E. and Takhirov, S. (2002). “Bolted large seismic steel beam-to-column connections. Part 1: experimental study.” Eng. Struct., 24, pp. 1523–1534.

Sumner, E. A., Mays, T. W., and Murray, T. M. (2000). Cyclic testing of bolted moment end-plate connections. Research report SAC/BD-00/21. CE/VPI-ST 00/03, Department of Civil and Environmental Engineering, Virginia Polytechnic Institute and State University, Blacksburg, VA.

Sumner, E. A. (2003). Unified design of extended end plate moment connections subject to cyclic loading. Ph.D. dissertation, Virginia Polytechnic Institute and State University, Blackburg, VA.