Probabilistic Strength at Serviceability Limit State for Normal and SBHS Slender Stiffened Plates Under Uniaxial Compression

Author:

Rahman MahmudurORCID,Okui Yoshiaki,Anwer Muhammad Atif

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference34 articles.

1. AASHTO. (2007). AASHTO LRFD bridge design specifications (4th ed.). Washington: American Association of State Highway and Transportation Officials.

2. Canadian Code. (2016). Canadian Highway Bridge Design Code. Mississauga: Canadian Standard Association (CSA) Group.

3. Choi, B. H., Hwang, M. O., & Yoon, T. Y. (2009). Experimental study of inelastic buckling strength and stiffness requirements for longitudinally stiffened panels. Engineering Structures, 31, 1141–1153.

4. Chou, C. C., Uang, C. M., & Seible, F. (2006). Experimental evaluation of compressive behavior of orthotropic steel plates for the New San Francisco–Oakland Bay Bridge. Journal of Bridge Engineering, ASCE, 11(2), 140–150.

5. DiPasquale, E., & Cakmak, A. S. (1988). Identification of the serviceability limit state and detection of seismic structural damage. Technical report no. 88-0022, National Center for Earthquake Engineering Research (NCEER), Princeton, New Jersey, USA.

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