- Library Home /
- Search Collections /
- Open Collections /
- Browse Collections /
- UBC Theses and Dissertations /
- Reliability of structures with load history-dependent...
Open Collections
UBC Theses and Dissertations
UBC Theses and Dissertations
Reliability of structures with load history-dependent strength and an application to wood members Yao, Zhao-Cheng
Abstract
Because of an interaction between the load history and the material's properties a reduction in the serviceability of safety of a structure may be seen as the result of a random process of damage accumulation with time. A damage model is proposed and verified to deal with this type of problem in general, and specifically with duration-of-load effects in timber structures. Through comparisons with and discussion of other damage accumulation models, the proposed model is found to be both suitable to represent experimental results and relatively easy to use. A reliability analysis for a single structural member with a service life of 30 years is studied for different snow loading conditions of three Canadian cities,using the damage model in combination with Rackwitz-Fissler's algorithm. A simplified analysis method is proposed and compared with a large-scale Monte-Carlo simulation. The results of the reliability analysis are found to be satisfactory. Finally, the implementation of the reliability analysis in a simple design guideline for load duration effects is discussed.
Item Metadata
Title |
Reliability of structures with load history-dependent strength and an application to wood members
|
Creator | |
Publisher |
University of British Columbia
|
Date Issued |
1987
|
Description |
Because of an interaction between the load history and the material's properties a reduction in the serviceability of safety of a structure may be seen as the result of a random process of damage accumulation with time.
A damage model is proposed and verified to deal with this type of problem in general, and specifically with duration-of-load effects in timber structures.
Through comparisons with and discussion of other damage accumulation models, the proposed model is found to be both suitable to represent experimental results and relatively easy to use.
A reliability analysis for a single structural member with a service life of 30 years is studied for different snow loading conditions of three Canadian cities,using the damage model in combination with Rackwitz-Fissler's algorithm.
A simplified analysis method is proposed and compared with a large-scale Monte-Carlo simulation. The results of the reliability analysis are found to be satisfactory.
Finally, the implementation of the reliability analysis in a simple design guideline for load duration effects is discussed.
|
Genre | |
Type | |
Language |
eng
|
Date Available |
2010-07-21
|
Provider |
Vancouver : University of British Columbia Library
|
Rights |
For non-commercial purposes only, such as research, private study and education. Additional conditions apply, see Terms of Use https://open.library.ubc.ca/terms_of_use.
|
DOI |
10.14288/1.0062918
|
URI | |
Degree | |
Program | |
Affiliation | |
Degree Grantor |
University of British Columbia
|
Campus | |
Scholarly Level |
Graduate
|
Aggregated Source Repository |
DSpace
|
Item Media
Item Citations and Data
Rights
For non-commercial purposes only, such as research, private study and education. Additional conditions apply, see Terms of Use https://open.library.ubc.ca/terms_of_use.