Precast Beam Bridges with a Buffer–Gap–Elastomeric Bearings System: Uncertainty in Design Parameters and Randomness in Ground Records-Reference-Cited by-同舟云学术

Precast Beam Bridges with a Buffer–Gap–Elastomeric Bearings System: Uncertainty in Design Parameters and Randomness in Ground Records

Author:

Farag M. M. N.¹,Mehanny S. S. F.²,Kohrangi M.³,Vamvatsikos D.⁴,Bakhoum M. M.⁵

Affiliation:

1. Teaching Assistant, Structural Engineering Dept., Faculty of Engineering, Cairo Univ., Cairo 12613, Egypt.

2. Professor, Structural Engineering Dept., Faculty of Engineering, Cairo Univ., Cairo 12613, Egypt (corresponding author).

3. Research Assistant, Univ. School for Advanced Studies IUSS Pavia, Pavia 27100, Italy.

4. Assistant Professor, School of Civil Engineering, National Technical Univ. of Athens, Athens 15780, Greece.

5. Professor, Structural Engineering Dept., Faculty of Engineering, Cairo Univ., Cairo 12613, Egypt.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

Reference55 articles.

1. Akhnoukh A. 2008. “Development of high performance precast/prestressed bridge girders.” Ph.D. Dissertation Univ. of Nebraska–Lincoln.

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