1 |
Mays, T.W. (2000), "Application of the Finite Element Method to the Seismic Design and Analysis of Large Moment End-Plate Connections", Ph.D. Dissertation, Virginia Polytechnic Institute and State University, Blacksburg, VA.
|
2 |
Pipinato, A., Pellegrino C. and Modena C. (2011), "Fatigue assessment of highway steel bridges in presence of seismic loading", Eng. Struct., 33(5), 1858-1858.
DOI
ScienceOn
|
3 |
Rice, J. and Tracey, D. (1969), "On the ductile enlargement of voids in triaxial stress fields", J. the Mech. Physics of Solids, 17(3), 201-217.
DOI
ScienceOn
|
4 |
Rothert, H., Gebbeken, N. and Binder, B. (1992), "Non-linear three-dimensional finite element contact analysis of bolted connections in steel frames", Inter. J. Numer. Methods in Eng., 34(1), 303-318.
DOI
|
5 |
Sherbourne, A.N. and Bahaari, M.R. (1994), "3D simulation of end-plate bolted connections", J. Struct. Eng., 120(11), 3122-3136.
DOI
ScienceOn
|
6 |
Shi, G.Y. and Wang, Y. (2007), "Behavior of end-plate moment connection under earthquake loading", Eng. Struct., 29(5), 703-716. http://dx.doi.org/10.1016/j.engstruct.2006.06.016
DOI
ScienceOn
|
7 |
Sumner, E.A. and Murray, T.M. (2002), "Behavior of extended end-plate moment connections subject to cyclic loading", J. Struct. Eng. ASCE, 128(4), 501-508.
DOI
ScienceOn
|
8 |
Wade, P. (2006), "Characterization of high-strength bolt behavior in moment connections", Master's Dissertation, North Carolina State University, Raleigh, NC.
|
9 |
Adany, S. and Dunai, L. (2004), "Finite element simulation of the cyclic behavior of end-plate joints", Comput. Struct., 82(23-26), 2,131-2,143.
DOI
ScienceOn
|
10 |
AISC, AISC Design Guide 16: Flush and Extended Multiple-Row Moment End-Plate Connections, American Institute of Steel Construction, Chicago, 2002.
|
11 |
American Institute of Steel Construction (AISC), AISC Steel Design Guide 4: Extended End-Plate Moment Connections Seismic and Wind Applications, American Institute of Steel Construction, Chicago, 2003.
|
12 |
American Society for Testing and Materials (ASTM), ASTM A370-12 Standard Test Methods and Definitions for Mechanical Testing of Steel Products, Philadelphia, PA, p. 47.
|
13 |
Ballio, G., Calado, L., and Castiglioni, C.A. (1997), "Low cycle fatigue behavior of structural steel members and connections", Fatigue & Fracture of Engineering Materials & Structures, 20(8), 1129-1146.
DOI
ScienceOn
|
14 |
Bose, B., Wang, Z.M., and Sarkar, S. (1997), "Finite-element analysis of unstiffened flush end-plate bolted joints", J. Struct. Eng., 123(12), 1614-1621.
DOI
ScienceOn
|
15 |
Diaz, C., Victoria, M., Marti, P. and Querin, O. (2011), "FE model of beam-to-column extended end-plate joints", J. Constr. Steel Res., 67(10), 1578-1590. http://dx.doi.org/10.1016/j.jcsr.2011.04.002.
DOI
ScienceOn
|
16 |
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.
DOI
ScienceOn
|
17 |
Henderson, D.J., Ginger, J.D., Morrison, J.M. and Kopp, G.A. (2009), "Simulated tropical cyclonic winds for Low Cycle Fatigue loading of steel roofing", Wind Struct., 12(4), 381-398.
|
18 |
Kasai, K. and Xu, Y. (2003), "Cyclic Behavior and Low-Cycle Fatigue of Semi-Rigid Connections (Part II: Bolted T-stub Connections)", Behaviour of Steel Structures in Seismic Areas, STESSA 2003, Balkema, 321-327.
|
19 |
Lim, C., Choi, W. and Sumner, E. (2012), "Low cycle fatigue life prediction of four bolt extended unstiffened end plate moment connections", Eng. Struct., 41, 373-384
DOI
ScienceOn
|