1 |
Jung, D. (1999). Optimum Outrigger Locations for Outrigger Braced Structures with Stiffness Varying Linearly along the Height, Journal of the Architectural Institute of Korea Structure & Construction, 15(2), 55-62.
|
2 |
B, S, Taranath. (1975). Optimum Belt Truss Location for High-rise Structures, The Structural Engineer, 53(8), 345-347.
|
3 |
J, W, McNabb., & B, B, Muvdi. (1975). Drift reduction fators for belt high-rise Structures, Engineering Journal 3rd Quarter, 88-91.
|
4 |
B, S, Taranath. (1997). Steel, Concrete & Composite Design of Tall Building, McGraw-Hill, 459-466.
|
5 |
Yang, J. (2017). Study on the Limit Slenderness of a Single Outrigger System Building Satisfied the Limitation of the Maximum Lateral, Journal of the Architectural Institute of Korea Structure & Construction, 33(1), 57-64.
DOI
|
6 |
Kim, S. (2002). A Study on the Efficiency of outrigger Belt Truss System through the Development of Optimum Design Program, Journal of the regional association of architectural institute of korea, 4(3), 51-58.
|
7 |
KBC2016. (2016). Architectural Institute of Korea.
|
8 |
MIDAS 2017.
|
9 |
Han, B. Skyscraper Structure System & Case Study, Daewoo Engineering, 25(1).
|
10 |
Jang, D., & Jang, S. (2007). Structural Mechanics, kimoondang.
|
11 |
Park, S. (2000). Analysis of offset outrigger system for tall steel buildings, Seoul National University.
|
12 |
Jung, E,, & Park, S. (2009). Evaluating the Central Core of High-rise Shear Wall Structure for Lateral Displacement Control, Journal of the regional association of architectural institute of korea, 11(3), 193-200.
|