Seismic and wind load considerations for temporary structures

Practice Periodical on Structural Design and Construction

Volumn 13, Issue 3, 2008, Pages 128-134

  Mohammadi, Jamshid ^a   Zamani Heydari, Amir ^b  

^a Illinois Institute of Technology   (United States)

^b Rubinos and Mesia Engineers Inc   (United States)

Author keywords

Probability; Seismic effects; Structural reliability; Temporary structures; Wind loads

Indexed keywords

DESIGN LOADS; LIVE LOADS; RISK LEVELS; SEISMIC LOADS; STRUCTURAL ENGINEERING; TEMPORARY STRUCTURES; TIME USE; WIND LOADS;

AERODYNAMIC LOADS; DECISION MAKING; DYNAMIC LOADS; LOADS (FORCES); MAINTENANCE; PROBABILITY; RECONSTRUCTION (STRUCTURAL); REPAIR; RISK PERCEPTION; SEISMOLOGY; STRUCTURAL DYNAMICS; TANKERS (SHIPS); WIND STRESS;

SEISMIC DESIGN;

EID: 47749126945     PISSN: 10840680     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0680(2008)13:3(128)     Document Type: Article

References (22)

1. Adams, T. M., and Stevenson, J. D. (1996). " Seismic considerations in the evaluation of temporary loads.." Pressure vessels and piping division publication PVP, Vol. 339, No. 2, ASME, New York, 51-55.
2. Amin, M., Budnitz, R. J., Cornell, C. A., Kennedy, R. P., Olson, D. E., and Tang, H. T. (1998). " Reduced seismic loads for temporary conditions.," Nucl. Eng. Des., 192 (2-3), 167-178.
3. Amin, M., Jacques, L. V., and Shirani, O. (1994). " Seismic design criteria for short-term conditions in nuclear power plants.." Proc., American Power Conf., Vol. 56, 612-617.
4. Ang, A. H.-S., and Tang, W. H. (2007). Probability concepts in engineering: Emphasis on applications to civil and environmental engineering, 2nd Ed., Wiley, Hoboken, N.J.
5. ASCE. (1995). " Minimum design loads for buildings and other structures.." ASCE 7-95, New York.
6. ASCE. (2002). " Design loads on structures during construction.." SEI/ASCE 37-02, Reston, Va.
7. Boggs, D. W., and Peterka, J. A. (1992). " Wind speeds for design of temporary structures.." Proc., Structures Congress '92 Compact Papers, ASCE, Reston, Va.
8. CALTRANS. (2004). " Loads for temporary highway structures.." Memo to Designers No. 15-14, California Dept. of Transportation, Sacramento, Calif.
9. Chini, A., and Genauer, G. (1997). " Technical guidance available to designers of temporary structures.." Proc., Structures Congress, Vol. 2, Building to Last, 979-984.
10. Duntemann, J. F., and Ratay, R. F., " Review of selected U.S. and foreign design specifications for temporary works-Part I.." Proc., Structures Congress, Vol. 2, Building to Last, 985-990.
11. Fisher, A. D. (1999). " ASD: The design method of choice for engineered temporary structures.." Proc., Structures Congress, 911-914.
12. Fujino, Y., and Lind, N. C. (1977). " Proof-load factors and reliability.." J. Struct. Div., 103 (4), 853-870.
13. Hill, H. (2004). " Rational and irrational design loads for temporary' structures.." Pract. Period. Struct. Des. Constr., 9 (3), 125-129.
14. Janowiack, R. J., and Shirani, O. (1998). " Temporary structural rigging criteria.." Proc., 1998 ASME/JSME Joint Pressure Vessels and Piping Conf., 169-183.
15. Khisty, C. J., and Mohammadi, J. (2001). Fundamentals of systems engineering, Prentice Hall, Upper Saddle Creek, N.J.
16. Mohammadi, J. (2006). " Discussion of: Rational and irrational design loads for temporary' structures.." Pract. Period. Struct. Des. Constr., 11 (1), 65-67.
17. Ratay, R. T. (2004). " Temporary structures in construction-USA practices.." Struct. Eng. Int. (IABSE, Zurich, Switzerland), 14 (4), 292-295.
18. Rosowsky, D. V. (1995). " Estimation of design loads for reduced reference period.." Struct. Safety, 17 (1), 17-32.
19. Sexsmith, R. G. (2003). " Structural safety for temporary loading conditions.." Proc., 9th Int. Conf. Applications of Statistics and Probability in Civil Engineering, Vol. 2, 1057-1062.
20. Shao, Y., and Tung, C. C. (1996). " Seismic response of temporary structures.." Nucl. Eng. Des., 181 (1-3), 267-274.
21. Tang, H. T., Minichiello, J. C., and Olson, D. E. (1996). " Evaluation criteria and procedure for nuclear power plant temporary loads/temporary conditions.." Proc., 1996 ASME Pressure Vessels and Piping Conf., Part 2 (of 2), Vol. 339, 57-62.
22. Zamani Heydari, A. (2007). " A Bayesian updated method for estimating risk of failure of temporary structures to wind and seismic extreme events.." Master of science thesis, Illinois Institute of Technology, Chicago.