1 |
김진구, 김태완 (2007) 비선형동적해석방법을 이용한 철골모 멘트골조의 연쇄붕괴저항성능 평가, 대한건축학회 논문집, 23(5), pp.81-90
|
2 |
John E. Crawford. (2002) Retrofit Methods to Mitigate Progressive Collapse, Report on the July 2002 National Workshop and Recommendations for Future Effort, The Multihazard Mitigation Council of the National Institute of Building Sciences
|
3 |
MIDAS Genw. (2006) General Structure Design System for Windows
|
4 |
Powell, G. (2005) Progressive Collapse: Case study Using Nonlinear Analysis, Proceedings of the 2005 Structures Congress and the 2005 Forensic Engineering Symposium, New York
|
5 |
AISC (2000) Load and resistance factor design specification for structural steel buildings, American Institute of Steel Construction, Chicago
|
6 |
Unified Facilities Criteria(UFC)-DoD (2005) Design of Buildings to Resist Progressive Collapse, Department of Defense
|
7 |
SAP2000 (2004) Structural Analysis Program, Computers and Structures, Berkeley
|
8 |
AISC (2002) Seismic Provisions for Structural Steel Buildings-Including Supplement No.1, ANSI/AISC 341-05, American Institute of Steel Construction, Chicago
|
9 |
GSA (2003) Progressive Collapse Analysis and Design Guidelines for New Federal Office Buildings and Major Modernization Projects, The U.S. General Services Administration
|
10 |
Corley, W.G., Mlakar Sr., P.F., Sozen, M.A., Thornton, C.H. (1998) The Oklahoma City Bombing: Summary and Recommendations for Multihazard Mitigation, Journal of Performance of Constructed Facilities, 12(3), pp.100-112
DOI
ScienceOn
|
11 |
FEMA (2000) Prestandard and Commentary for the Seismic Rehabilitation of Buildings, FEMA-356, Federal Emergency Management Agency, Washington, D.C.
|
12 |
ASCE7-05 (2005) Minimum Design Loads for Buildings and Other Structures, American Society of Civil Engineers, New York
|
13 |
Suzuki, I., Wada, A., Ohi, K., Sakumoto, Y., Fusimi, M., Kamura, H. (2003) Study on High-rise Steel Building Structure That Excels in Redundancy, Part II Evaluation of Redundancy Considering Heat Induced by Fire and Loss of Vertical Load Resistant Members., Proc. CIB-CTBUH International Conf. on Tall Buildings, pp.251-259
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