This study presents a framework for global sensitivity analysis of wind uplift resistance in wood-frame residential structures. The vertical load path is modeled probabilistically as an assemblage of connections, with resistance distributions based on connection design capacity and cumulative dead load. An established sensitivity analysis approach is applied to the load path resistance model to evaluate the influence of the input parameter set on the system resistance, which is taken as the resistance of the weakest connection in series. A preliminary analysis illustrates the potential of the framework as a useful tool for assessing the relative importance of structural attributes for wind resistance, adaptable to any arbitrary vertical load path and parameter set. The framework also facilitates the evaluation of the relative vulnerability of different load path configurations from structure to structure.
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Fragility-based sensitivity analysis framework for load paths subjected to wind hazards
A framework is presented for evaluating the sensitivity behavior of parameters in a structural load path with respect to wind hazard analytical fragilities. A preliminary analysis applies the framework to a vertical light wood-frame load path. A variance-based sensitivity analysis method is employed to compute first-order sensitivity indices of all input parameters on the basis of load path system resistance, fragility median, and fragility standard deviation. The results indicate that a sensitivity analysis predicated on fragility median provides a reasonable description of load path parameter influence and may serve as a useful complementary tool alongside traditional load path fragility approaches. The framework can be useful for identifying which fragility model parameters are most essential out of a broader suite of possible parameters, and for offering guidance to reconnaissance efforts for focusing on the most influential perishable data to capture following extreme hazard events.
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- Award ID(s):
- 1944149
- PAR ID:
- 10450668
- Date Published:
- Journal Name:
- 16th International Conference on Wind Engineering
- Format(s):
- Medium: X
- Sponsoring Org:
- National Science Foundation
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This study presents a framework for global sensitivity analysis of wind uplift resistance in wood-frame residential structures. The vertical load path is modeled probabilistically as an assemblage of connections, with resistance distributions based on connection design capacity and cumulative dead load. An established sensitivity analysis approach is applied to the load path resistance model to evaluate the influence of the input parameter set on the system resistance, which is taken as the resistance of the weakest connection in series. A preliminary analysis illustrates the potential of the framework as a useful tool for assessing the relative importance of structural attributes for wind resistance, adaptable to any arbitrary vertical load path and parameter set. The framework also facilitates the evaluation of the relative vulnerability of different load path configurations from structure to structure.more » « less
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