Peihui Lin
- Optimum life-cycle maintenance strategies of deteriorating highway bridges subject to seismic hazard by a hybrid Markov decision process model. In: Structural Safety, v. 89 (März 2021). (2021):
- Life-cycle analysis (LCA) to restore community building portfolios by building back better II: Decision formulation. In: Structural Safety, v. 84 (Mai 2020). (2020):
- Life-cycle analysis (LCA) to restore community building portfolios by building back better I: Building portfolio LCA. In: Structural Safety, v. 84 (Mai 2020). (2020):
- A risk de-aggregation framework that relates community resilience goals to building performance objectives. In: Sustainable and Resilient Infrastructure, v. 1, n. 1-2 (Juni 2016). (2016):
- Building portfolio fragility functions to support scalable community resilience assessment. In: Sustainable and Resilient Infrastructure, v. 1, n. 3-4 (November 2016). (2016):
- Performance Assessment of a Concrete Gravity Dam at Shenwo Reservoir of China Using Deterministic and Probabilistic Methods. In: International Journal of Structural Stability and Dynamics, v. 14, n. 5 (Juni 2014). (2014):
- De-aggregation of community resilience goals to obtain minimum performance objectives for buildings under tornado hazards. In: Structural Safety, v. 70 (Januar 2018). (2018):
- Performance and risk to light-framed wood residential buildings subjected to tornadoes. In: Structural Safety, v. 70 (Januar 2018). (2018):
- Stochastic post-disaster functionality recovery of community building portfolios I: Modeling. In: Structural Safety, v. 69 (November 2017). (2017):
- Stochastic post-disaster functionality recovery of community building portfolios II: Application. In: Structural Safety, v. 69 (November 2017). (2017):
- Measuring and enhancing resilience of building portfolios considering the functional interdependence among community sectors. In: Structural Safety, v. 66 (Mai 2017). (2017):
- Probabilistic Prediction of Postdisaster Functionality Loss of Community Building Portfolios Considering Utility Disruptions. In: Journal of Structural Engineering (ASCE), v. 144, n. 4 (April 2018). (2018):