Project Index

Tank Settlement Assessment

API 653-based assessment and finite element analysis were perfomed to evaluate the impact of fundation settlement for seven storage tanks located in a northern Alberta site.

For more information on the project, contact: Mohamed Chebaro, Engineer in Training
tel. (780) 450-8989 x293

Design Verification of Terra Nova Mooring Connector

The turret mooring connector designed for Terra Nova FPSO vessel was verified according to ASME specifications. Stress analyses were performed by using a finite element model of the connector assembly that included thread contact models and frictional surface contact models.

For more information on the project contact: Qishi Chen, Director, Pipelines & Structures
tel. (780) 450-8989 x215

Inelastic Stiffened Plate Design Guidelines

The objective of this project was to prepare guidelines describing the current state-of-the-art in the analysis and design of stiffened plate systems with emphasis on the additional strength afforded by membrane action in restrained plate assemblies.

For more information on the project, contact: Mark Stephens, Senior Consultant, Pipelines & Structures
tel. (780) 450-8989 x212

Safety Case Concept Application in Canada

The project involved a study concerning the use of safety cases in conducting formal safety assessments for offshore structures in Canadian waters.

For more information on the project contact: Qishi Chen, Director, Pipelines & Structures
tel. (780) 450-8989 x215

Stepped Steel Gravity Platform Verification Study

This was a study to verify that the total steel weight and structural dimensions for Amoco's proposed steel gravity platform for the Grand Banks was sufficient to safely resist the environmental load criteria specified by Amoco.

For more information on the project, contact: Mark Stephens, Senior Consultant, Pipelines & Structures
tel. (780) 450-8989 x212

Characterization & Analysis of Load and Load Effect Uncertainties for Fixed Offshore Structures and their Code Implications

Uncertainties for Fixed Offshore Structures and Their Code Implications Data and model uncertainties associated with the estimation of design loads for offshore structures were analyzed. A model was developed to calculate the effect of these uncertainties on the structural reliability and recommendations were developed regarding the impact of uncertainty on design code development

Pressure Proof Testing of CANDU Concrete Containment Structures

A model was developed to estimate the effect of proof testing on the reliability of CANDU containment structures. The results were used to recommend proof testing requirements for future containments.

For more information on the project, contact: Mark Stephens, Senior Consultant, Pipelines & Structures
tel. (780) 450-8989 x212

Reliability of Containment and Safety-Related Structures

This project developed a research program to use reliability-based methods in the design, inspection and safety assessment of nuclear containment and safety-related structures. The program was based on a definition of the current needs of the industry and an assessment of how reliability methods can contribute to filling those needs.

For more information on the project contact: Qishi Chen, Director, Pipelines & Structures
tel. (780) 450-8989 x215

Seismic Reliability Assessment Methodology for CANDU Concrete Containment Structures

Data on the estimated seismic response for five Canadian nuclear reactor sites was used to develop load factors for seismic assessment of CANDU containment structures.

For more information on the project, contact: Mark Stephens, Senior Consultant, Pipelines & Structures
tel. (780) 450-8989 x212

Strength and Stability Testing of Stiffened Plate Components

This project was an experimental and analytical study of hull girder bending strength and local flexural torsional buckling (tripping) of stiffened plate components representative of those used in ship structures. The work included the experimental testing of twelve full-scale plate specimens in a specially constructed test frame capable of applying both in-plane and lateral loads while maintaining accurate boundary conditions. The work also included non-linear finite element analyses of various test specimens.