Modifications of the Stress-State of Cable-Stayed Bridges due to Staggered Construction of their Superstructure
In current practice, the effects of the evolutionary erection of cable-stayed bridge superstructure are rarely included into the simulation of its tensioning process. In fact, stay forces in service are usually defined in early stages of design, when the construction process has not even been concei...
| المؤلفون الرئيسيون: | , , , |
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| التنسيق: | مقال |
| اللغة: | English |
| منشور في: |
Riga Technical University Press
2014-12-01
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| سلاسل: | The Baltic Journal of Road and Bridge Engineering |
| الموضوعات: | |
| الوصول للمادة أونلاين: | https://bjrbe-journals.rtu.lv/article/view/3515 |