1 |
American Institute of Steel Construction (2010), "Seismic provisions for structural steel buildings", Chicago (IL, USA), AISC.
|
2 |
American Institute of Steel Construction (2010), "Specification for structural steel buildings", Chicago (IL, USA), AISC.
|
3 |
Aristizabal-ochoa, J. D. (1986), "Disposable knee bracing: improvement in seismic design of steel frames", J. Struct. Eng., ASCE, 112(7), 1544-1552.
DOI
ScienceOn
|
4 |
Balendra, T., Lee S. L. and Lim E. L. (1994), "Ductile knee braced frames with shear yielding knee for seismic resistant structures", Eng. Struct., 16(4), 263-269.
DOI
ScienceOn
|
5 |
Balendra T., Liaw, C. Y. and Sam, MT. (1990), "Diagonal brace with ductile anchor for a seismic steel frame", Earthq. Eng. Struct. D., 19(6), 847-858.
DOI
|
6 |
Balendra, T., Liaw, C. Y., Sam, M. T. and Seng, L. L. (1991), "Preliminary studies into the behavior of knee braced frames subject to seismic loading", Eng. Struct., 13, 67-74.
DOI
ScienceOn
|
7 |
Balendra, T., Xiao, Y. and Yu, C.Y. (2001), "An economical structural system for wind and earthquake loads", Eng. Struct., 23, 491-501.
DOI
ScienceOn
|
8 |
Blakeborough, A., Bourahla, N., Clement, D. and William, M. S. (2002), "Seismic behavior of knee braced frames", Proceedings of the Institution of Civil Engineers, Structures and Buildings, 152(2), 147-155.
|
9 |
Choi, H. and Kim, J. (2006), "Energy-based seismic design of buckling-restrained braced frames using hysteretic energy spectrum", Eng. Struct., 28(2), 304-311.
DOI
ScienceOn
|
10 |
Clement, D. E. and Martin S. Williams (2004), "Seismic design and analysis of a knee braced frame building", J. Earthq. Eng., 8(4), 523-543.
|
11 |
Elnashai, A. S. and Sarno, L. D. (2009), "Bracing systems for seismic retrofitting of steel frames", J. Constr. Steel. Res., 65(2), 452-465.
DOI
ScienceOn
|
12 |
Engelhard, M. D. and Husain, A. S. (1993), "Cyclic-loading performance of welded flange bolted web connections", J. Struct. Eng., AISC, 119(12), 3537-3550.
DOI
ScienceOn
|
13 |
Fahnestock, L., Ricles, J.M. and Sause, R. (2007), "Experimental Evaluation of a Large-Scale Buckling-Restrained Braced Frame", J. Struct. Eng., AISC, 133(9), 1205-1214.
DOI
ScienceOn
|
14 |
Kigginsa, S. and Uang, C. M. (2006), "Reducing residual drift of buckling-restrained braced frames as a dual system", Eng. Struct., 28(11), 1525-1532.
DOI
ScienceOn
|
15 |
Filippou, F. C., Powel, G. H. and Prakash, V. (1992), "DRAIN-2DX: base program user guide", Structural engineering mechanics and materials, Report No. UCB/SEMM-92/29, Berkeley, University of California.
|
16 |
Gerasimidis, S. (2006), "Application of knee-bracing system on high-rise buildings", Thesis for Master's Degree, Massachusetts Institute of Technology, Department of Civil and Environmental Engineering.
|
17 |
Kim, J. and Seo, Y. (2003), "Seismic design of steel structures with buckling-restrained knee braces", J. Constr. Steel. Res., 59, 1477-1497.
DOI
ScienceOn
|
18 |
Lotfollahi, M. (2003), "Thesis for Master's Degree", Department of Civil Engineering, Sharif University of Technology, Tehran, Iran.
|
19 |
Lotfollahi, M. and Mofid, M. (2006), "On the characteristics of new ductile knee bracing systems", J. Constr. Steel. Res., 62, 71-81.
|
20 |
Mahin, S. A. (1998), "Lessons from damage to steel buildings during the Northridge earthquake", Eng. Struct., 20(4-6), 261-270.
DOI
ScienceOn
|
21 |
Miller, D. K. (1998), "Lessons learned from the Northridge earthquake", Engineering Structures, 20(4-6), 249-260.
DOI
ScienceOn
|
22 |
MoslehiTabar, A and Zahrai, S. M. (2006), "Cyclic behavior of steel braced frames having shear panel system", Asian journal of civil engineering (building and housing, 7(1), 13-26.
|
23 |
Popov, E. P. (1980), "Seismic behavior of structural sub-assemblage", Journal of Structural Division, AISC, Vol. 106(7), 1451-1474.
|
24 |
Popov E. P. and Roeder, C. W. (1978), "Eccentrically braced steel frames for earthquakes", J. Struct. Division, ASCE, 104(3), 391-412.
|