1 |
ABAQUS (2006), "ABAQUS analysis user's manual", ABAQUS Inc.
|
2 |
Abdalla, K. M., Abu-Farsakh, G. A. R. and Barakat, S. A. (2007), "Experimental investigation of force-distribution in high-strength bolts in extended end-plate connections", Steel. Compos. Struct., 7(2), 87-103.
DOI
|
3 |
AISC (2005), "Seismic provisions for steel buildings", AISC/ANSI Standard 341-05, American Institute of Steel Construction, Chicago, IL.
|
4 |
Cavdar, O., Bayraktar, A., Cavdar, A. and Kartal, M. E. (2009), "Stochastic finite element analysis of structural systems with partially restrained connections subjected to seismic loads", Steel. Compos. Struct., 9(6), 499-518.
DOI
|
5 |
Ciutina, A. L. and Dubina, D. (2006), "Seismic behaviour of steel beam-to-column joints with column web stiffening", Steel. Compos. Struct., 6(6), 493-512.
DOI
|
6 |
Kim, T., Whittaker, A. S., Gilani, A. S. J., Bertero, V. V. and Takhirov, S. M. (2002), "Cover-plate and flangeplate steel moment-resisting connections", J. Struct. Eng.-ASCE, 128(4), 484-482.
|
7 |
Kim, J. and Park, J. (2008), "Design of steel moment frames considering progressive collapse", Steel. Compos. Struct., 8(1), 85-98.
DOI
|
8 |
Lee, K. and Bruneau, M. (2005), "Energy dissipation demand of compression members in concentrically braced frames", Steel. Compos. Struct., 5(5), 345-358.
DOI
|
9 |
Lee, C. H., Jeon, S. W., Kim, J. H. and Uang, C. M. (2005), "Effects of panel zone strength and beam web connection method on seismic performance of reduced beam section steel moment connections", J. Struct. Eng.-ASCE, 131(12), 1854-1865.
DOI
ScienceOn
|
10 |
Lehman, D. E., Roeder, C. W., Herman, D., Johnson, S. and Kotulka, B. (2008), "Improved seismic performance of gusset plate connections", J. Struct. Eng.-ASCE, 134(6), 890-901.
DOI
ScienceOn
|
11 |
Longo, A., Montuori, R. and Piluso, V. (2008), "Plastic design of seismic resistant V-braced frames," J. Earthq. Engng., 12(8), 1246-1266.
DOI
ScienceOn
|
12 |
Martinelli L., Mulas M.G., and Perotti F. (1996), "The seismic response of concentrically braced moment resisting steel frames," Earthq. Engng. Struct. Dyn., 25(11), 1275-1299.
DOI
ScienceOn
|
13 |
Pucinotti, R. (2006), "Cyclic mechanical model of semirigid top and seat and double web angle connections", Steel. Compos. Struct., 6(2), 139-157.
DOI
|
14 |
Remennikov, A. M. and Walpole, W. R. (1997), "Analytical prediction of seismic behavior for concentricallybraced steel systems", Earthq. Engng. Struct. Dyn., 26(8), 859-874.
DOI
ScienceOn
|
15 |
Saravanan, M., Arul Jayachandran, S., Marimuthu, V. and Prabha, P. (2009), "Advanced analysis of cyclic behaviour of plane steel frames with semi-rigid connections", Steel. Compos. Struct., 9(4), 381-395.
DOI
|
16 |
Tremblay, R., Archambault, M. H. and Filiatrault, A. (2003), "Seismic response of concentrically braced steel frames made with rectangular hollow bracing members", J. Struct. Eng.-ASCE, 129(12), 1626-1636.
DOI
ScienceOn
|
17 |
Tsai, K.C. and Popov, E.P. (1990), "Seismic panel zone on elastic story drift in steel moment resistance frames," J. Struct. Eng.-ASCE, 116(12), 3285-3301.
DOI
|
18 |
Uriz, P., Filippou, F. C. and Mahin, S. A. (2008), "Model for cyclic inelastic buckling of steel braces", J. Struct. Eng.-ASCE, 134(4), 619-628.
DOI
ScienceOn
|
19 |
Vu, A. Q. and Leon, R. T. (2008), "Vibration analysis of steel frames with semi-rigid connections on an elastic foundation", Steel. Compos. Struct., 8(4), 265-280.
DOI
|
20 |
Yoo, J. H., Lehman, D. E. and Roeder, C. W. (2008), "Influence of connection design parameters on the seismic performance of braced frames", J. Constr. Steel Res., 64(6), 607-623.
DOI
ScienceOn
|
21 |
Yoo, J. H., Roeder, C. W. and Lehman, D. E. (2009), "Simulated behavior of multi-story X-braced frames", Engng. Struct., 31(1), 182-197.
DOI
ScienceOn
|