EXPERIMENTAL AND NUMERICAL INVESTIGATIONS OF CONTINUOUS COMPOSITE GIRDERS REINFORCED WITH CFRP
Continuous composite steel-concrete girders composed of cast-in-place concrete slab and steel girders are widely used in bridges and buildings. In design, the concrete slab at the negative moment region is ignored for composite action because of tensile stress, and the steel girder is assumed to eit...
محفوظ في:
| المؤلف الرئيسي: | unknown (author) |
|---|---|
| التنسيق: | masterThesis |
| منشور في: |
2020
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| الموضوعات: | |
| الوصول للمادة أونلاين: | https://eprints.kfupm.edu.sa/id/eprint/139644/1/Dissertation.pdf |
| الوسوم: |
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مواد مشابهة
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Partial Composite Action of Continuous Composite Steel Girders Strengthened with CFRP
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Experimental and Numerical Evaluation of Continuous Composite Girders Using UHPC Slab at Hogging Moment Region
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