151. Displacement Ductility Limits for Pile Foundations in Cohesionless Soils
- Author
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Chun-Yao Wang, Tzu-Fan Hu, and Shin-Tai Song
- Subjects
Serviceability (structure) ,0211 other engineering and technologies ,Stiffness ,020101 civil engineering ,02 engineering and technology ,Building and Construction ,Geotechnical Engineering and Engineering Geology ,Curvature ,Ductility factor ,0201 civil engineering ,Seismic analysis ,Soil water ,medicine ,Geotechnical engineering ,medicine.symptom ,Axial force ,Pile ,Geology ,021101 geological & geomatics engineering ,Civil and Structural Engineering - Abstract
The displacement ductility limit for seismic design of concrete piles is determined for the range of cohesionless soils expected in practice. The curvature ductility capacity associated with specified performance limit states, namely, the “serviceability” and “damage-control” limits, is determined based on the current provisions for confining steel. An analytical model is applied to assess the displacement ductility factor at the specified curvature ductility level. The investigated parameters include the soil stiffness, pile diameter, longitudinal reinforcement ratio, axial force level, and pile above-ground height. A set of design displacement ductility factors is recommended and verified to ensure the satisfactory seismic performance.
- Published
- 2017
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