A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
The Analysis on Failure Characteristic of Piled Wharf System
In order to effectively ascertain the failure mechanism of piled wharf affected by slope deformation in earthquake, numerical analysis is conducted by Finite Element Method in this paper. In the computational model, elastic plastic characteristic of subsoil, discontinuous behavior of pile soil interface, and nonlinearity of structure material are considered to conduct seismic computation in time domain. Numerical results show the possible locations of wharf structure which generate cracks and plastic hinges. Some conclusions are drawn and can be reference for engineering design and practical project.
The Analysis on Failure Characteristic of Piled Wharf System
In order to effectively ascertain the failure mechanism of piled wharf affected by slope deformation in earthquake, numerical analysis is conducted by Finite Element Method in this paper. In the computational model, elastic plastic characteristic of subsoil, discontinuous behavior of pile soil interface, and nonlinearity of structure material are considered to conduct seismic computation in time domain. Numerical results show the possible locations of wharf structure which generate cracks and plastic hinges. Some conclusions are drawn and can be reference for engineering design and practical project.
The Analysis on Failure Characteristic of Piled Wharf System
Advanced Materials Research ; 926-930 ; 649-652
2014-05-23
4 pages
Article (Journal)
Electronic Resource
English
PILED WALL DISPLACEMENTS AT EAST ARM WHARF EXTENSION
| British Library Conference Proceedings | 2007
Health Monitoring System Design of Coastal High-Piled Wharf
| Trans Tech Publications | 2014
Health Monitoring System Design of Coastal High-Piled Wharf
| British Library Conference Proceedings | 2014
The Dynamic Response Analysis of Piled Wharf System under Seismic Excitation
| Trans Tech Publications | 2012