Minimum design loads for buildings and other structures

ASCE Standard

Volumn , Issue 7-5, 2005, Pages 1-456

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EID: 84897608026     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Article

References (23)

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2. Granstrom, S., and Carlsson, M. (1974). "Byggfurskningen T3: Byggnaders beteende vid overpaverkningar (The behavior of buildings at excessive loadings)." Swedish Institute of Building Research, Stockholm, Sweden.
3. Seltz-Petrash, A. (Dec. 1979). "Winter roof collapses: Bad luck, bad construction, or bad design. " Civ. Engrg., 42-45. (Pubitemid 10412771)
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5. The Oklahoma City Bombing: Improving building performance through multihazard mitigation. " FEMA Rep. 277, American Society of Civil Engineers and Federal Emergency Management Agency, Washington, D. C.
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7. Longinow, A. (July 1995). "The threat of terrorism: Can buildings be protected?" Building Operating Management, 46-53.
8. Breen, J. E., ed. (Sept. 1976). "Progressive collapse of building structures (summary report of a workshop held at the University of Texas at Austin, Oct. 1975)." U. S. Department of Housing and Urban Development Rep. PDR-182, Washington, D. C.
9. Burnett, E. F. P. (Oct. 1975). "The avoidance of progressive collapse: Regulatory approaches to the problem." U. S. Department of Commerce, National Bureau of Standards. NBS GCR 75-48, Washington, D. C. (available from National Technical Information Service, Springfield, VA).
10. Ellingwood, B. R., and Leyendecker, E. V. (1978). "Approaches for design against progressive collapse." J. Struct. Div. (ASCE) 104(3), 413-423. (Pubitemid 8572147)
11. ASCE. (1999). "Structural design for physical security: State of the practice." ASCE, Reston, VA.
12. Schultz, D. M., Burnett, E. F. P., and Fintel, M. (1977). "A design approach to general structural integrity, design and construction of large-panel concrete structures." U. S. Department of Housing and Urban Development, Washington, D. C.
13. PCI Committee on Precast Bearing Walls. (March/April 1976). "Considerations for the design of precast bearing-wall buildings to withstand abnormal loads." J. Prestressed Concrete Institute, 21(2), 46-69.
14. Fintel, M., and Schultz, D. M. (May 1979). "Structural integrity of large-panel buildings." J. Am. Concrete Inst. 76(5), 583-622.
15. Fintel, M., and Annamalai, G. (May 1979). "Philosophy of structural integrity ofmultistory load-bearing concrete masonry structures." Concrete Int. 1(5), 27-35.
16. American Concrete Institute. (2002). "Building code requirements for structural concrete." ACI Standard 318-02, Detroit. 82-83.
17. ASCE Petrochemical Energy Committee, Task Committee on Blast Resistant Design. (1977). "Designofblast resistant buildingsin petrochemical facilities"
18. FEMA. (1997 Ed.). "NEHRP recommended provisions for seismic regulations for new buildings and other structures." FEMA Rep. No. 302/February 1998, Part 1-Provisions.
19. FEMA. (1993). "Wet floodproofing requirements for structures located in special flood hazard areas in accordance with the national flood insurance program." Technical Bulletin 7-93, Federal Emergency Management Agency, Mitigation Directorate, Federal Insurance Administration, Washington, D. C.
20. 2000 International Building Code. (2000). Tables 307.7 (1) and 307.7 (2). International Code Council, Falls Church, VA.
21. EPA. (July 1999). "Emergency planning and notification-The list of extremely hazardous substances and their threshold planning quantities." 40 CFR Part 355, Appendix A, Environmental Protection Agency, Washington, D. C.
22. EPA. (July 1999). "Chemical accident prevention provisions." 40 CFR Part 68, Environmental Protection Agency, Washington, D. C.
23. OSHA Standards for General Industry, 29 CFR (Code of Federal Regulations) Part 1900 with Amendments as of February 1, 2000, United States Department of Labor, Occupational Safety and Health Administration, Washington D. C.