Probabilistic Basis for 2000 SAC Federal Emergency Management Agency Steel Moment Frame Guidelines
Tóm tắt
Từ khóa
Tài liệu tham khảo
AISC. (1994). Manual of steel construction load and resistance factor design 2nd Ed. Chicago.
Benjamin J. R. and Cornell C. A. (1970). Probability statistics and decision for civil engineers McGraw-Hill New York.
DOE. (1994). “Natural phenomena hazards design and evaluation criteria for Department of Energy facilities.” DOE-STD-1020-94 Washington D.C.
Federal Emergency Management Agency (FEMA). (2000). “Recommended seismic design criteria for new steel moment-frame buildings.” Rep. No. FEMA-350 SAC Joint Venture Washington D.C.
Jalayer F. and Cornell A. (1998). “Development of a probability-based demand and capacity factor design seismic format.” Internal Technical Memo Dept. of Civil and Environmental Engineering Stanford Univ. Stanford Calif.
Jalayer F. and Cornell A. (2002). “A technical framework for probability-based demand and capacity factor (DCFD) seismic formats.” RMS Technical Rep. No. 43 to the PEER Center Dept. of Civil and Environmental Engineering Stanford Univ. Stanford Calif.
Kennedy R. P. and Short S. A. (1994). “Basis for seismic provisions ofDOE-STD-1020.” Rep. No. UCRL-CR-111478 Lawrence Livermore National Laboratory Livermore Calif. and Rep. No. BNL-52418 Brookhaven National Laboratory Upton N.Y.
Luco N. and Cornell C. A. (1998). “Effects of random connection fractures on the demands and reliability for a 3-story pre-Northridge SMRF structure.” Proc. 6th U.S. National Conf. on Earthquake Engineering Earthquake Engineering Research Institute Oakland Calif.
Shome Nilesh and Cornell C. Allin. (1998). “Normalization and scaling accelerograms for nonlinear structural analysis.” Proc. 6th U.S. National Conf. on Earthquake Engineering Earthquake Engineering Research Institute Oakland Calif.
Shome N. and Cornell C. A. (1999). “Probabilistic seismic demandanalysis of nonlinear structures.” Rep. No. RMS-35 Dept. of Civil and Environmental Engineering Stanford Univ. Stanford Calif.
Yun S. Y. and Foutch D. A. (2000). “Performance prediction and evaluation of low ductility steel moment frames for seismic loads.” SAC Background Rep. No. SAC/BD-00/26 SAC Joint Venture Richmond Calif.