1 |
FEMA 356. 'Prestandard and Commentary for the Seismic Rehabilitation of Buildings' ASCE for the Federal Emergency Management Agency, Washington, D.C. November, 2000
|
2 |
Shaback, J. B., Browon, T. 'Behaviour of Square Hollow Structural Steel Braces with End Connections under Reversed Cyclic Axial Loading.' Dept. of Civil engineering, Univ. of Calgary, Calgary, Alberta, Canada, 2001
|
3 |
한상환, 류호원, 김욱태, 냉간성형 HSS 가새 부재의 판폭두께비에 따른 구조 성능 평가, 대한건축학회논문집, 2004. 9
|
4 |
Lee, S. S., and Goel, S. C. 'Seismic Behavior of Hollow and Concrete-filled Square Tubular Bracing Members.' Dept. of Civil Engineering, Univ.of Michigan, Ann Arbor, Michigan, USA, 1987
|
5 |
IBC. International Building Code, International Code Council, Falls Church, Virginia, 2000
|
6 |
American Institute of Steel Construction (AISC). Manual of Steel Construction, LRFD 3rd Ed., 2001
|
7 |
Lui, Z., and Goel, S. C. 'Investigation of Concrete-Filled Steel Tubes under Cyclic Bending and Buckling.' Dept. of Civil Engineering, Univ. of Michigan, Ann Arbor, Michigan, USA, 1987
|
8 |
Zayas, V. A., Popov, E. P., 'Cyclic inelastic buckling of tubular steel braces.' Earthquake Engineering Research Center, University of California, Berkeley, USA, 1980
|
9 |
Popov, E. P., Black, R. G. 'Steel Struts under Severe Cyclic Loadings.' American Society of Civil Engineers(ASCE), Vol. 107, No. ST9, September, 1981
|
10 |
SAC. 'Protocol for Fabrication, Inspection, Testing and Documentation of Beam-Column Connection and Other Experimental Specimens.' SAC Joint Venture, Richmond, California, 1997
|