Cargando…
Proceedings of the International Symposium on New Generation Design Codes for Geotechnical Engineering Practice - Taipei 2006 : National Taiwan University of Science and Technology, Taipei, Taiwan, 2-3 November 2006 /
Communication of design risk within a transparent and rational framework is necessary in view of the increasing interest in code harmonization, public involvement in defining acceptable risk levels, and risk-sharing among client, consultant, insurer, and financier. Activities in code harmonization a...
| Clasificación: | Libro Electrónico |
|---|---|
| Autor Corporativo: | |
| Otros Autores: | |
| Formato: | Electrónico Congresos, conferencias eBook |
| Idioma: | Inglés |
| Publicado: |
Singapore ; Hackensack, NJ :
World Scientific,
©2006.
|
| Temas: | |
| Acceso en línea: | Texto completo |
Tabla de Contenidos:
- Cover13;
- Preface
- Committees13;
- Contents13;
- Keynote Lectures
- Limit states design based codes for geotechnical aspects of foundations in Canada
- Risk assessment in rock engineering
- Some movements toward establishing comprehensive structural design codes based on performance-based specification concept in Japan
- Development and implementation of Eurocode 7
- Invited Lectures
- New trend toward performance-based design in the construction industry
- Risk analysis of lining structure in large-diameter shield tunnel
- Energy approach to earthquake-induced slope failures for performance-based design
- A preliminary study on load and resistance factors for foundation piles in Taiwan
- Evaluating probability of seismic landslide based on the Chi Chi's events, Taiwan
- Serviceability limit state reliability-based design
- Eurocode 7 for geotechnical design
- basic principles and implementation in the European member states
- Session I: Code Concept and Harmonization
- The study and revision of the probabilistic seismic hazard map and dam safety code of Taiwan
- A simple reliability assessment of pile design: resolving some Hong Kong challenges
- Geotechnical standards in Hong Kong
- Implementation of Eurocode 7-1 geotechnical design in Germany
- Introduction to international joint study of reliability-based design for port and harbor structure
- Session II: Performance Oriented Geotechnical Analysis
- Effect of lateral cyclic load on axial capacity of pile group in loose sand
- Evaluation of design methods for large-diameter bored piles
- Engineering problems for performance-based design of earth structures
- Performance-oriented risk assessment and retrofitting strategy for electricity towers on slopes
- Session III: Geotechnical Reliability Analysis
- Equivalence between reliability and factor of safety
- Bearing capacity of open ended piles in port construction in Japan
- Variance of soil parameters: some common misconceptions
- Reliability analysis of excavation-induced building damage
- Session IV: Geohazards
- The assessment and prediction of landslides and debris flows in Ta-Chia river after Taiwan Chi-Chi earthquake
- Predicting landslides probabilities along mountain road in Taiwan
- Optimal design of sand compaction pile based on liquefaction hazard analysis
- Verifications and physical interpretations of the discriminant model for evaluating liquefaction potential on SPT-N value
- Seismic performance-based design for canal embankment
- Session V: Engineering Practice and Chall.