Probabilistic Models for Temperature-Dependent Strength of Steel and Concrete-Reference-Cited by-同舟云学术

Probabilistic Models for Temperature-Dependent Strength of Steel and Concrete

Author:

Qureshi Ramla¹^ORCID,Ni Shuna²,Elhami Khorasani Negar³^ORCID,Van Coile Ruben⁴^ORCID,Hopkin Danny⁵,Gernay Thomas⁶^ORCID

Affiliation:

1. Ph.D. Candidate, Dept. of Civil, Structural, and Environmental Engineering, Univ. at Buffalo, Buffalo, NY 14260 (corresponding author). ORCID: .

2. Postdoctoral Fellow, Dept. of Civil Engineering, Johns Hopkins Univ., Latrobe Hall, 3400 N Charles St., Baltimore, MD 21218.

3. Assistant Professor, Dept. of Civil, Structural, and Environmental Engineering, Univ. at Buffalo, 136 Ketter Hall, Buffalo, NY 14260. ORCID: .

4. Assistant Professor, Dept. of Structural Engineering, Ghent Univ., Technologiepark-Zwijnaarde 60, Zwijnaarde 9052, Belgium. ORCID: .

5. Visiting Professor, Dept. of Civil and Structural Engineering, Univ. of Sheffield, Mappin St. (via Broad Lane), Sheffield S1 3JD, UK.

6. Assistant Professor, Dept. of Civil Engineering, Johns Hopkins Univ., Latrobe Hall, 3400 N Charles St., Baltimore, MD 21218. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

Reference58 articles.

3. Statistical analysis of the compressive strength of concrete in structures;Bartlett F. M.;ACI Mater. J.,1996

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