By M H Faber; Jochen Köhler; Kazuyoshi Nishijima
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Extra info for Applications of statistics and probability in civil engineering
C 100 Maximum Ground Velocity (cm/s) Figure 2. Malfunction curve of sewerage pipes and sample data used in the calculation of regression. Analysis case 50 Table 4. Estimated co-efficient of malfunction curve of manholes. 347 Table 3. Estimated co-efficient of fragility curve of manholes. 280 while Tables 3 and 4 show regression coefficients of the fragility curves. REFERENCE Maruyama Yoshihisa & Yamazaki Fumio (2009). Estimation of Damage Ratio of Water Distribution Pipes Based on Recent Earthquake Damage Data, Proceedings of the 30th JSCE Earthquake Engineering Symposium, pp.
Frangopol, Yiannis Tsompanakis. Meta-models/surrogate models for uncertainty propagation, sensitivity and reliability analysis, Bruno Sudret, Jean-Marc Bourinet, Nicolas Gayton, France Marc Berveiller. Model selection, aggregation and testing for probabilistic seismic hazard assessment, Frank Scherbaum. Modelling for Risk Management in Construction Projects, Herbert Einstein, Denys Breysse. Multiple hazards risk assessment and mitigation, Yue Li, John W. van de Lindt. Performance-Based Design for Structures Subject to Natural Hazard, Marcello Ciampoli, Francesco Petrini.
Table 2. Estimated co-efficient of malfunction curve of sewerage pipes. 10 Ratio of Malfunction λ 150 Figure 3. Physical damage ratio of fragility curve of manholes and sample data used in the calculation of regression. Table 1. Estimated co-efficient of fragility curve of sewerage pipes. C 100 Maximum Ground Velocity (cm/s) Figure 2. Malfunction curve of sewerage pipes and sample data used in the calculation of regression. Analysis case 50 Table 4. Estimated co-efficient of malfunction curve of manholes.
Applications of statistics and probability in civil engineering by M H Faber; Jochen Köhler; Kazuyoshi Nishijima
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