Age-Adjusted Effective Modulus Model to Evaluate Long Term Effects in Steel Concrete Composite Beams
This paper considers the time-varying behavior of composite steel-concrete beams with rigid or flexible connections under service loads. The age-adjusted effective modulus approach is used with evaluating the aging coefficient “χ” in absence of connection and characterized by a theoretical point of...
| Автори: | , , |
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| Формат: | Стаття |
| Мова: | English |
| Опубліковано: |
Tikrit University
2005-08-01
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| Серія: | Tikrit Journal of Engineering Sciences |
| Предмети: | |
| Онлайн доступ: | https://tj-es.com/ojs/index.php/tjes/article/view/754 |