Secondary bracing systems for diagrid structures in tall buildings
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[1] Dryver R. Huston,et al. Minimum Lateral Stiffness for Equally Spaced Braces in Columns , 1993 .
[2] Giuseppe Brandonisio,et al. Geometrical patterns for diagrid buildings: Exploring alternative design strategies from the structural point of view , 2014 .
[3] Jerome J. Connor,et al. Diagrid structural systems for tall buildings: characteristics and methodology for preliminary design , 2007 .
[4] Yansheng Liu,et al. Diagrid tube structures composed of straight diagonals with gradually varying angles , 2012 .
[5] George Winter,et al. Lateral Bracing of Columns and Beams , 1958 .
[6] Giuseppe Brandonisio,et al. Design criteria for diagrid tall buildings: Stiffness versus strength , 2014 .
[7] Joseph A. Yura,et al. Winter's bracing approach revisited , 1996 .
[8] Kyoung Sun Moon,et al. Sustainable structural engineering strategies for tall buildings , 2008 .
[9] Young-Ho Lee,et al. Seismic Performance Evaluation of Diagrid System Buildings , 2012 .
[10] Giuseppe Brandonisio,et al. Diagrid structures for tall buildings: case studies and design considerations , 2014 .
[11] N. Null. Minimum Design Loads for Buildings and Other Structures , 2003 .
[12] S. Timoshenko. Theory of Elastic Stability , 1936 .
[13] Theodore V. Galambos,et al. Guide to stability design criteria for metal structures , 1998 .