Performance-Based Hurricane Engineering (PBHE) framework

This paper presents an innovative fully-probabilistic Performance-Based Hurricane Engineering (PBHE) framework for risk assessment of structural systems located in hurricane-prone regions. The proposed methodology is based on the total probability theorem and disaggregates the risk assessment into elementary components, namely hazard analysis, structural characterization, environment–structure interaction analysis, structural analysis, damage analysis, and loss analysis. This methodology accounts for the multi-hazard nature of hurricane events by considering both the separate effects of and the interaction among hurricane wind, flood, windborne debris, and rainfall hazards. A discussion on the different sources of hazard is provided, and vectors of intensity measures for hazard analyses are proposed. Suggestions on the selection of appropriate parameters describing the interaction between the environmental actions and the structure, the structural response, and the resulting damage are also provided. The proposed PBHE framework is illustrated through an application example consisting of the performance assessment of a residential building subjected to windborne debris and hurricane strong winds. The PBHE framework introduced in this paper represents a step toward a rational methodology for probabilistic risk assessment and design of structures subjected to multi-hazard scenarios.

[1]  Siu Chung Yau,et al.  Wind Hazard Risk Assessment and Management for Structures , 2011 .

[2]  Yue Li,et al.  Framework for Multihazard Risk Assessment and Mitigation for Wood-Frame Residential Construction , 2009 .

[3]  Michele Barbato,et al.  Fragility curves for building envelope components subject to windborne debris impact , 2012 .

[4]  Jean-Paul Pinelli,et al.  Validation of a probabilistic model for hurricane insurance loss projections in Florida , 2008, Reliab. Eng. Syst. Saf..

[5]  Yin Lu Young,et al.  Experimental Simulation of Tsunami Hazards to Buildings and Bridges , 2008 .

[6]  Y. K. Wen,et al.  Minimum lifecycle cost design under multiple hazards , 2001, Reliab. Eng. Syst. Saf..

[7]  Giuliano Augusti,et al.  Performance-Based Design in risk assessment and reduction , 2008 .

[8]  Zhigang Huang,et al.  Hurricane simulation techniques for the evaluation of wind-speeds and expected insurance losses , 2001 .

[9]  John W. van de Lindt,et al.  Performance-Based Wind Engineering for Wood-Frame Buildings , 2009 .

[10]  Christopher W. Reed,et al.  Efficient joint-probability methods for hurricane surge frequency analysis , 2010 .

[11]  Bruce R. Ellingwood,et al.  Hurricane damage to residential construction in the US: Importance of uncertainty modeling in risk assessment , 2006 .

[12]  Jack W. Baker,et al.  On the assessment of robustness , 2008 .

[13]  Thomas A. Hardy,et al.  Progress and Recent Developments in Storm Surge Modeling , 1997 .

[14]  Darlene Rini,et al.  Performance Based Structural Fire Engineering for Modern Building Design , 2008 .

[15]  Kevin Huang,et al.  HAZUS-MH Hurricane Model Methodology. I: Hurricane Hazard, Terrain, and Wind Load Modeling , 2006 .

[16]  Bruce R. Ellingwood,et al.  Earthquake risk assessment of building structures , 2001, Reliab. Eng. Syst. Saf..

[17]  Nicolas Luco,et al.  Structure-Specific Scalar Intensity Measures for Near-Source and Ordinary Earthquake Ground Motions , 2007 .

[18]  Yue Li Fragility Methodology for Performance-Based Engineering of Wood-Frame Residential Construction , 2005 .

[19]  Curt B. Haselton,et al.  Evaluation of the Seismic Performance of a Code-Conforming Reinforced-Concrete Frame Building – Part II: Loss Estimation , 2006 .

[20]  Kyung Ho Lee,et al.  Fragility assessment for roof sheathing failure in high wind regions , 2005 .

[21]  Henrik Madsen,et al.  Comparison and further development of parametric tropical cyclone models for storm surge modelling , 2004 .

[22]  Giuliano Augusti,et al.  Performance-Based Wind Engineering: Towards a general procedure , 2011 .

[23]  Chan Ghee Koh,et al.  Identification and Uncertainty Estimation of Structural Parameters , 1994 .

[24]  Bernt J. Leira,et al.  Application of Probabilistic Robustness Framework: Risk Assessment of Multi-Storey Buildings under Extreme Loading , 2012 .

[25]  Michele Barbato,et al.  A Preliminary Proposal for a Probabilistic Performance-Based Hurricane Engineering Framework , 2011 .

[26]  Chen Ji,et al.  Performance of Two 18-Story Steel Moment-Frame Buildings in Southern California during Two Large Simulated San Andreas Earthquakes , 2006 .

[27]  Ning Lin,et al.  Trajectories of Wind-Borne Debris in Horizontal Winds and Applications to Impact Testing , 2007 .

[28]  Robert E. Melchers,et al.  Structural Reliability: Analysis and Prediction , 1987 .

[29]  Ahsan Kareem,et al.  A Framework for Performance-Based Engineering in Multi-Hazard Coastal Environments , 2011 .

[30]  John Douglas,et al.  Development of seismic fragility surfaces for reinforced concrete buildings by means of nonlinear time‐history analysis , 2009 .

[31]  John W. van de Lindt,et al.  Loss analysis for combined wind and surge in hurricanes , 2012 .

[32]  Forrest J. Masters,et al.  Hurricane hazard modeling: The past, present, and future , 2009 .

[33]  Mark G. Stewart,et al.  A probabilistic-based framework for impact and adaptation assessment of climate change on hurricane damage risks and costs , 2011 .

[34]  John W. van de Lindt,et al.  Loss Analysis for Wood Frame Buildings during Hurricanes. I: Structure and Hazard Modeling , 2012 .

[35]  T. Barnett,et al.  Measurements of wind-wave growth and swell decay during the Joint North Sea Wave Project (JONSWAP) , 1973 .

[36]  S. Arangio,et al.  Reliability based approach for structural design and assessment: performance criteria and indicators in current European codes and guidelines , 2012 .

[37]  Keith Porter,et al.  An Overview of PEER's Performance-Based Earthquake Engineering Methodology , 2003 .

[38]  J. D. Holmes,et al.  Trajectories of spheres in strong winds with application to wind-borne debris , 2004 .

[39]  N. Null Minimum Design Loads for Buildings and Other Structures , 2003 .

[40]  Kevin R. Mackie,et al.  Seismic Risk Evaluation for the Baseline PEER Bridge Testbed , 2009 .

[41]  Marcello Ciampoli,et al.  Performance-based Aeolian risk assessment and reduction for tall buildings , 2012 .

[42]  Christopher Baker The debris flight equations , 2007 .

[43]  E. Vanmarcke,et al.  Windborne debris risk assessment , 2008 .

[44]  Nirav Shah,et al.  The vulnerability of residential window glass to lightweight windborne debris , 2010 .

[45]  Lawrence A. Twisdale,et al.  Wind-Field and Filling Models for Hurricane Wind-Speed Predictions , 1995 .