Seismic Behavior of Fatigue-Retrofitted Steel Frame Piers
Fatigue retrofit works have been conducted on severely fatigue damaged beam-to-column connections of existing steel frame bridge piers in Japan. It is clear that retrofit works provides additional stiffness but the significance on the seismic behavior of steel frame piers is not clear. Since fatigue...
| الحاوية / القاعدة: | Civil Engineering Dimension |
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| المؤلف الرئيسي: | |
| التنسيق: | مقال |
| اللغة: | الإنجليزية |
| منشور في: |
Petra Christian University
2013-01-01
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| الموضوعات: | |
| الوصول للمادة أونلاين: | http://puslit2.petra.ac.id/ejournal/index.php/civ/article/view/18758 |