DOOR.garage - Garage
The following models are available:
DOOR.garage.001a | Garage Door - General fragility
This garage door capacity is taken from the 2005 version of the Florida Public Hurricane Loss Model (FPHLM). The primary modeled failure mode is the garage door being torn from its tracks when wind load exceeds its resistance capacity.
LIMITATIONS: Limitations of this capacity function are not explicitly discussed in the provided text. The failure can be influenced by factors such as the material and construction of the door, the strength and attachment of the supporting tracks and hardware, and potential damage from wind-borne debris (though debris impact is modeled separately for openings) - none of which are detailed.
Suggested Block Size: 1 EA (round up to integer quantity)
Peng, J. 2013. Modeling natural disaster risk management: Integrating the roles of insurance and retrofit and multiple stakeholder perspectives. Ph.D. United States – Delaware: University of Delaware.
Gurley, K., J. P. Pinelli, C. Subramanian, A. Cope, L. Zhang, J. Murphree, A. Artiles, P. Misra, S. Gulati, and E. Simiu. 2005. Florida Public Hurricane Loss Projection Model engineering team final report volume II: Predicting the vulnerability of typical residential buildings to hurricane damage. Technical report. Florida International University: International Hurricane Research Center.
DOOR.garage.001b | Garage Door - General fragility
Suggested Block Size: 1 EA (round up to integer quantity)
Shen, Y. 2013. Assessing the wind resistance of sectional door systems for facilities in hurricane-prone areas through full- and component-scale experimental methods and finite element analysis. Ph.D. United States – Florida: University of Florida.
Jain, A., A. A. Bhusar, D. B. Roueche, and D. O. Prevatt. 2020. Engineering-Based Tornado Damage Assessment: Numerical Tool for Assessing Tornado Vulnerability of Residential Structures. Front. Built Environ., 6. Frontiers. https://doi.org/10.3389/fbuil.2020.00089.
DOOR.garage.001c | Garage Door - General fragility
Suggested Block Size: 1 EA (round up to integer quantity)
Unnikrishnan, V. U., and M. Barbato. 2017. Multihazard Interaction Effects on the Performance of Low-Rise Wood-Frame Housing in Hurricane-Prone Regions. Journal of Structural Engineering, 143 (8): 04017076. American Society of Civil Engineers. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001797.
DOOR.garage.001d | Garage Door - General fragility
This fragility describes the interior garage door. It is treated as a general category of a door located within the building, separating the garage space from the interior living space.
LIMITATIONS: The capacity function represents a simplification of real-world door behavior, and the sources lack specific information on the test series or engineering analyses used to derive these parameters for this particular type of garage door. The model also does not explicitly account for potential vulnerabilities related to the door’s connection to the surrounding wall or the operation of the garage door mechanism itself under pressure loads.
Suggested Block Size: 1 EA (round up to integer quantity)
Vickery, P. J., P. F. Skerlj, J. Lin, L. A. Twisdale, M. A. Young, and F. M. Lavelle. 2006. HAZUS-MH Hurricane Model Methodology. II: Damage and Loss Estimation. Nat. Hazards Rev., 7 (2): 94–103. https://doi.org/10.1061/(ASCE)1527-6988(2006)7:2(94).
DOOR.garage.002 | Wind-reinforced Garage Door
This enhanced garage door capacity is assumed 1.5 times the standard capacity. The modeled failure mode for this garage door configuration is implicitly defined as the wind load exceeding its pressure resistance during a simulated hurricane event.
LIMITATIONS: Limitations of this capacity function are not explicitly discussed in the provided text, but it is reasonable to assume that this is a simplified representation. The actual performance of reinforced garage doors can be influenced by the specifics of the reinforcement, the quality of installation of tracks and hardware, and potential impact from debris (though debris impact is modeled separately for openings), details of which are not elaborated upon in these excerpts.
Suggested Block Size: 1 EA (round up to integer quantity)
Peng, J. 2013. Modeling natural disaster risk management: Integrating the roles of insurance and retrofit and multiple stakeholder perspectives. Ph.D. United States – Delaware: University of Delaware.
DOOR.garage.003 | 2-car Garage Door (6'10" x 12")
Suggested Block Size: 1 EA (round up to integer quantity)
Gurley, K., J. P. Pinelli, C. Subramanian, A. Cope, L. Zhang, J. Murphree, A. Artiles, P. Misra, S. Gulati, and E. Simiu. 2005. Florida Public Hurricane Loss Projection Model engineering team final report volume II: Predicting the vulnerability of typical residential buildings to hurricane damage. Technical report. Florida International University: International Hurricane Research Center.
Yau, S. C. 2011. Wind Hazard Risk Assessment and Management for Structures. Ph.D. United States – New Jersey: Princeton University.
Grayson, J. M., W. Pang, and S. Schiff. 2013. Building envelope failure assessment framework for residential communities subjected to hurricanes. Engineering Structures, 51: 245–258. https://doi.org/10.1016/j.engstruct.2013.01.027.
Kakareko, G., S. Jung, S. Mishra, and O. A. Vanli. 2021. Bayesian capacity model for hurricane vulnerability estimation. Structure and Infrastructure Engineering, 17 (5): 638–648. Taylor & Francis. https://doi.org/10.1080/15732479.2020.1760318.
DOOR.garage.004a | Double garage door - weak
The primary modeled failure mode for this component is pressure-induced failure, occurring when the wind load exceeds this resistance, leading to a breach in the building envelope. The distinction between “weak” and “strong” double garage doors within the model implies different construction or reinforcement levels, resulting in varying resistance to pressure, although the sources do not provide specific details on the structural characteristics that differentiate them. Resistances assigned to building components in the HAZUS model are based on results from laboratory test data, engineering analyses coupled with laboratory data, and in some cases, engineering judgment.
LIMITATIONS: This capacity function represents a simplification of real-world door behavior, and the sources lack specific information on the test series or engineering analyses used to derive these parameters for this particular type of garage door.
Suggested Block Size: 1 EA (round up to integer quantity)
Vickery, P. J., P. F. Skerlj, J. Lin, L. A. Twisdale, M. A. Young, and F. M. Lavelle. 2006. HAZUS-MH Hurricane Model Methodology. II: Damage and Loss Estimation. Nat. Hazards Rev., 7 (2): 94–103. https://doi.org/10.1061/(ASCE)1527-6988(2006)7:2(94).
DOOR.garage.004b | Double garage door - strong
The primary modeled failure mode for this component is pressure-induced failure, occurring when the wind load exceeds this resistance, leading to a breach in the building envelope. The distinction between “weak” and “strong” double garage doors within the model implies different construction or reinforcement levels, resulting in varying resistance to pressure, although the sources do not provide specific details on the structural characteristics that differentiate them. Resistances assigned to building components in the HAZUS model are based on results from laboratory test data, engineering analyses coupled with laboratory data, and in some cases, engineering judgment.
LIMITATIONS: This capacity function represents a simplification of real-world door behavior, and the sources lack specific information on the test series or engineering analyses used to derive these parameters for this particular type of garage door.
Suggested Block Size: 1 EA (round up to integer quantity)
Vickery, P. J., P. F. Skerlj, J. Lin, L. A. Twisdale, M. A. Young, and F. M. Lavelle. 2006. HAZUS-MH Hurricane Model Methodology. II: Damage and Loss Estimation. Nat. Hazards Rev., 7 (2): 94–103. https://doi.org/10.1061/(ASCE)1527-6988(2006)7:2(94).