Li Y, Ellingwood B R. Framework for multihazard risk assessment and mitigation for wood-frame residential construction [J]. Journal of Structural Engineering, 2009, 135(2):159-168.
[2]
Lindell M K, Hwang S N. Households’ perceived personal risk and responses in a multihazard environment [J]. Risk Analysis, 2008, 28(2):539-556.
[3]
Crandell J H, McKee S P. Performance evaluation of light frame structures in earthquakes and hurricanes [C].Advanced Technology in Structural Engineering, 2000:1-19.
[4]
Unnikrishnan V U, Barbato M, Petrini F, et al. Probabilistic performance based risk assessment considering the interaction of wind and windborne debris hazard [C]. Advances in Hurricane Engineering, 2013: 1183-1193.
[5]
Crosti C, Duthinh D, Simiu E. Risk consistency and synergy in multihazard design [J]. Journal of Structural Engineering, 2011, 137(8), 844-849.
[6]
Hwang H M, Ushiba H, Shinozuka M. Reliability Analysis of Code-Designed Structures under Natural Hazards[R]. New York: Report to MCEER, SUNY Buffalo, 1988.
[7]
NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures (FEMA 302) [S]. Washington, D.C.: Building Safety Council, 1997.
[8]
Luco N, Karaca E. Extending the USGS national seismic hazard maps and shakemaps to probabilistic building damage and risk maps[C].10th International Conference on Applications of Statistics and Probability in Civil Engineering, 2007.
[9]
Ghosn M, Moses F, Wang J. Design of Highway Bridges for Extreme Events (NCHRP 489) [R]. Washington, D.C.: Transportation Research Board, National Research Council, 2003.
[10]
Hida S E. Statistical significance of less common load combinations [J]. Journal of Bridge Engineering, 2007, 12(3): 389-392.
[11]
Lee G C, Tong M, Yen P. Multi-hazards design criteria of highway bridge [EB/OL]. https://www.pwri.go.jp/eng/ujnr/joint/38/paper/38-73yen.pdf
[12]
Fujikura S, Bruneau M. Dynamic analysis of multihazard-resistant bridge piers having concrete-filled steel tube under blast loading [J]. Journal of Bridge Engineering, 2012, 17(2): 249-258.
[13]
Fujikura S, Bruneau M, Lopez-Garcia D. Experimental investigation of multihazard resistant bridge piers having concrete-filled steel tube under blast loading [J]. Journal of Bridge Engineering, 2008, 13(6): 586-594.
[14]
Potra F A, Simiu E. Optimization and multihazard structural design [J]. Jounal of Engineering Mechanics, 2009, 135(12): 1472-1475.
[15]
Duthinh D, Potra F. Probabilistic and optimization considerations in multihazard engineering [C]. Vulnerability, Uncertainty, and Risk, ICVRAM and ISUMA, 2011: 501-509.
[16]
Alipour A, Shafei B, Shinozuka M. Reliability-based calibration of load and resistance factors for design of RC bridges under multiple extreme events: scour and earthquake [J]. Journal of Bridge Engineering, 2013, 18(5): 362-371.
[17]
Prasad G G, Banerjee S. The impact of flood-induced scour on seismic fragility characteristics of bridges [J]. Journal of Earthquake Engineering, 2013, 17(6): 803-828.
[18]
Liang Z, Lee G C. Towards multiple hazard resilient bridge; a methodology for modeling frequent and infrequent time-varying loads-part I, comprehensive reliability and failure probabilities [J]. Journal of Earthquake Engineering and Engineering Vibration, 2012, 11(3): 293-301.
[19]
Liang Z, Lee G C. Towards multiple hazard resilient bridge; a methodology for modeling frequent and infrequent time-varying loads-part II, example for live and earthquake load effects [J]. Journal of Earthquake Engineering and Engineering Vibration, 2012, 11(3): 303-311.
[20]
Turkstra C J, Madsen H. Load combinations in codified structural design [J]. Journal of Structural Engineering. 1980, 106(12):2527-2543.
[21]
American Concrete Institute. Probabilistic Design of Reinforced Concrete Buildings [M]. Detroit, Michigan: American Concrete Institute Press, 1975: 43-61.
[22]
Ellingwood B. Development of a Probability Based Load Criterion for American National Standard A58-Building Code Requirements for Minimum Design Loads in Buildings and Other Structures [S]. Washington D. C.: U.S. Government Printing Office, 1980.
[23]
Wen Y K. A clustering model for correlated load processes [J]. Journal of Structural Engineering. 1981, 107(5): 965-983.
[24]
Wen Y K, Hwang H, Shinozuka M. Development of Reliability-Based Design Criteria for Buildings Under Seismic Load[R]. Buffalo: NCEER-94-0023, State University of New York at Buffalo, 1994.
[25]
Wen Y K. Statistical combination of extreme loads [J]. Journal of Structural Engineering.1977, 103(5):1079-1095.
[26]
Hadjian A H. A basic limitation of partial load factors [C]. 8th ASCE Specialty Conference on Probabilistic Mechanics and Structural Reliability, PMC2000-337.
[27]
Cai C S. Discussion on AASHTO LRFD load distribution factors for slab-on-girder bridges [J]. Practice Periodical on Structural Design and Construction. 2005, 8: 171-176.
[28]
Miller L J, Durham S A. Comparison of standard load and load and resistance factor bridge design specifications for buried concrete structures [J]. Journal of the Transportation Research Board, 2008: 81-89.
[29]
Gurley K R. Modeling and Simulation of Non-Gaussian Processes [D]. Chicago: Department of Civil Engineering and Geological Sciences, University of Notre Dame, 1997.
[30]
Ellingwood B R. Load and resistance factor criteria for progressive collapse design [C]. National Workshop on Prevention of Progressive Collapse. Washington, D.C.: Worksh Prev Pro Published, 2002.
[31]
Duthinh D, Simiu E. Safety of structures in strong winds and earthquakes: multihazard considerations [J]. Journal of Structural Engineering, 2010, 3: 330-333.
[32]
Potra F A, Simiu E. Multihazard design: structural optimization approach [J]. Journal of Optimization Theory Application, 2010, 144: 120-136.
[33]
Liang Z, Lee C G, Shen J, et al. A Framework for Development of Multi-hazard Load and Resistance Factor Design[R]. Buffalo: MCEER Technical Report, 2011.
[34]
Chopra A K, Goel R K. Building period formulas for estimating seismic displacements [J]. Earthquake Spectra, 2000, 16(2): 533-536.
[35]
Nielson B G, DesRoches R. Analytical seismic fragility curves for typical bridges in the central and southeastern United States [J]. Earthquake Spectra, 2007, 23(3): 615-633.
[36]
Chalk P, Corotis R B. Probability model for design live loads [J]. Journal of Structural Division, ASCE, 1980, 106(10): 2017-2033.
[37]
Matheu E E, Yule D E, Kala R V. Determination of Standard Response Spectra and Effective Peak Ground Accelerations for Seismic Design and Evaluation[R]. US Army Corps of Engineers. 2005.
[38]
Bracci J M, Reeinhorn A M, Mander J B. Seismic retrofit of reinforced concrete buildings designed for gravity loads: performance of structural model [J]. ACI Structural Journal, 1995, 92(5): 597-609.
[39]
Dogruel S, Dargush G F. A framework for multi-hazard design and retrofit of passively damped structure [C]. Building Integration Solutions, AEI. Denver: American Society of Civil Engineers, 2008: 1-12.
[40]
Krauthammer T, Tedesco W T. Resilience of Cities to Terrorist and other Threats: A Multihazard Approach to Insure Resilient Urban Structures [M].New York: Springer-Verlag New York Inc., 2008: 259-272.
[41]
McCullough M, Kareem A. Anatomy of damage to coastal construction: a multi-hazard perspective [C]. Structures Congress, ASCE, 2009, 1287-1296.
[42]
Li Y. Assessment of damage risks to residential buildings and cost-benefit of mitigation strategies considering hurricane and earthquake hazards [J]. Journal of Performance of Constructed Facilities, 2012, 26(1): 7-16.
[43]
Li Y, Ahuja A, Padgett J E. Review of methods to assess, design for, and mitigate multiple hazards [J]. Journal of Performance of Constructed Facilities, 2012, 26(1): 104-117.
