1 |
Abdelrazaq, A., Baker, W., Hajjar, J. F., and Sinn, W. (1993) "Column Buckling Considerations in High-rise Buildings with Mega-bracing, in Is your Structure Suitably Braced?" Proceedings of the structural stability research council annual technical session, Milwaukee, Wisconsin, USA, April, pp. 155-169.
|
2 |
AISC 303-10. (2010) AISC-Code of Standard of Practice for Steel Buildings and Bridges, American Institute of Steel Construction, Chicago, IL, USA.
|
3 |
AISC 360-10. (2010) AISC - Specification for Structural Steel Buildings, American Institute of Steel Construction, Chicago, IL, USA.
|
4 |
Blake, P. (1991). "Scaling New Heights." Architectural Record.
|
5 |
Boake, T. M. (2014) Diagrid Structure. Birkhauser, Basel, Switzerland.
|
6 |
Curtis, N. (1963). "My Life in Modern Architecture." The University of New Orleans, LA, USA.
|
7 |
Galambos T. V. (1998) Guide to Stability Design Criteria for Metal Structures. John Wiley & Sons, 5th ed.
|
8 |
Geschwindner L. F. and Lepage A. (2013). "Notes on the Nodal and Relative Lateral Stability Bracing Requirement of AISC 360." AISC Eng J. 50(3), 169-179.
|
9 |
Montuori, G. M., Mele, E., Brandonisio, G., and De Luca, A. (2014). "Secondary Bracing Systems for Diagrid Structures in Tall Buildings", Engineering Structures, 75, pp. 477-488.
DOI
|
10 |
Rahimian, A. and Eilon, Y. (2007). "Something Old, Something New." Modern Steel structure.
|
11 |
Salmon, C. G. and Johnson, J. E. (1980) Steel Structures Design and Behavior. Haper & Row, New York, USA.
|
12 |
Winter, G. (1960). "Lateral Bracing of Columns and Beams." Transact. Am. Soc. Civil. Eng. 125(1), pp. 807-826.
|
13 |
Yura, J. A. (1996). "Winter's Bracing Approach Revisited." Eng. Struct. 18(10), pp. 821-825.
DOI
|
14 |
Zhang, H. Y., Beliveau, J. G., and Huston, D. R. (1993). "Minimum Lateral Stiffness for Equally Spaced Columns." Journal of Engineering Mechanics, ASCE, 119(9), pp. 1888-1897.
DOI
|