1 |
Ang, A.H-S., Tang, W-H., (1975) Probability concepts in engineering planning and design, John Wiley & Sons, pp199-201
|
2 |
Harris, M.E., Corotis, R.B., Bova, C.J. (1981) Area-dependent processes for structural live loads, Journal of Structural Division, ASCE, 107(ST5)
|
3 |
Kaewkulchai G., Williamson E. B. (2003) Dynamic Behavior of Planar Frames during Progressive Collapse, 16th ASCE Engineering Mechanics Conference
|
4 |
Krauthammer, T., Hall, R.L., Woodson, S.C., Baylot, J.T., Hayes, J.R., Sohn, Y. (2002) Developement of progressive collapse analysis procedure and condition assessment for structures, The Multihazard Mitigation Council of the National Institute of Building Sciences, Report on the July 2002 National Workshop and Recommendations for Future Effort.
|
5 |
MATLAB Version 7.3 (2006) The Mathwork, Inc., Natick, MA
|
6 |
Unified Facilities Criteria (UFC)-DoD (2005) Design of buildings to resist progressive collapse, department of defense
|
7 |
김종락, 김성배, 박양희, 정웅기 (2000) 일반구조용 압연강재 SS400의 제성질에 관한 통계적 연구, 대한건축학회 학술발표대회논문집, 20(1)
|
8 |
Lee, T.H., Mosalam, K.M. (2006) Probabilistic seismic evaluation of reinforced concrete structural components and systems, PEER Technical Report 2006/04, University of California, Berkeley, CA, USA
|
9 |
Mazzoni, S., McKenna, F., Fenves, G. (2005) OpenSees Command Language Manual, Pacific Earthquake Engineering Research (PEER) Center
|
10 |
김종락, 김성배, 박양희, 정웅기 (2000) 용접구조용 압연강재 SM490의 제성질에 관한 통계적 연구, 대한건축학회 논문집, 16(11)
|
11 |
GSA, (2003) Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects, The U.S. General Services Administration. Washington D.C
|
12 |
Porter, K.A., Beck, J.L., Shaikhutdinov. R.V. (2002) Sensitivity of building loss estimates to major uncertain variables. Earthquake Spectra, 18(4), pp.719-743
DOI
ScienceOn
|
13 |
Krawinkler, H., Gupta, A., Medina, R., Uco, N. (2000) Loading Histories for Seismic Performance Testing of SMRF Components and Assemblies, SAC/BD-00/10
|
14 |
대한건축학회 (2005) 건축구조설계기준
|