A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Effects of Load History and Design Variables on Performance Limit States of Circular Bridge Columns-Volume 1
This report is the first of three volumes and presents interpretation of all experimental and numerical data and recommendations. In total, 30 large scale reinforced concrete columns tests were conducted under a variety of loading conditions. Using advanced instrumentation methods, strain levels for multiple performance limit states were established, including reinforcing bar buckling. A new model for plastic hinge lengths has been proposed as well.
Effects of Load History and Design Variables on Performance Limit States of Circular Bridge Columns-Volume 1
This report is the first of three volumes and presents interpretation of all experimental and numerical data and recommendations. In total, 30 large scale reinforced concrete columns tests were conducted under a variety of loading conditions. Using advanced instrumentation methods, strain levels for multiple performance limit states were established, including reinforcing bar buckling. A new model for plastic hinge lengths has been proposed as well.
Effects of Load History and Design Variables on Performance Limit States of Circular Bridge Columns-Volume 1
J. C. Goodnight (author) / Y. Feng (author) / M. J. Kowalsky (author) / J. M. Nau (author)
2015
312 pages
Report
No indication
English
Effect of Load History on Performance Limit States of Circular Bridge Columns
| Online Contents | 2013
Effect of Load History on Performance Limit States of Circular Bridge Columns
| British Library Online Contents | 2013
Strain Limit States for Circular RC Bridge Columns
| Online Contents | 2015