Dr. Rayeh Nasr Salam Al-dala'ien
- APID
- 12582
- ORCID
- 0000-0002-3058-6765
- Scopus
- https://www.scopus.com/authid/detail.uri?authorId=57219563631
- Google Scholar
- https://scholar.google.com/citations?user=ZEHBb5QAAAAJ&hl=en
- Location
- Al-Karak, Jordan, Jordan
- Expertise
- Structural Engineering, Strength-enhancing Techniques, Damage Evaluation and Structural Performance under Impulsive Load
- Areas of interest
- structural dynamics, advanced materials, and sustainable infrastructure. Skilled in strength-enhancing techniques, damage evaluation, and finite element analysis (FEA)
- Member since
- April 2026
Biography
A lecturer with a PhD in Structural Engineering, specializing in structural dynamics, advanced materials, and sustainable infrastructure. Skilled in strength-enhancing techniques, damage evaluation, and finite element analysis (FEA). Combines a strong research background—publishing in leading journals—with a dedication to high-quality teaching in structural analysis, design, and earthquake engineering. Professional experience includes consultancy work, bridging practical and academic expertise in the field.
Rayah Nasr Al-Dala'ien
Civil Engineering Department, College of Engineering, Al-Balqa Applied University (BAU), Salt,19117, Jordan
Email: Rayah.nasr1@bau.edu.jo
es.com/profile/2625298
https://orcid.org/my-orcid?orcid=0000-0002-3058-6765
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- 4D Printing: Transformative Advances and Multidimensional Applications in Engineering and Additive Manufacturing
- Experimental evaluation of superplasticizer and recycled aggregates in high-performance coconut fiber-reinforced concrete, International Journal of Low-Carbon Technologies
- Mitigating Damage in Laterally Supported URM Walls Under Severe Catastrophic Blast Using UHPC and UHPFRC Coatings with and Without Embedded Steel-Welded Wire Mesh
- State of the art review on ultra-high-performance fiber reinforced concrete properties standardization and structural applications
- State-of-the-art review on high-temperature performance of plant-based fiber reinforced concrete
- Structural Response of a Two-Side-Supported Square Slab Under Varying Blast Positions from Center to Free Edge and Beyond in a Touch-Off Explosion Scenario