Investigation of Empirical Deck Design in Bridge Widening

Adel Elsafty; Ayman M. Okeil; Krickstein Torres; Kamal Tawfiq; Sam Fallaha

doi:10.1061/(ASCE)BE.1943-5592.0001617

Investigation of Empirical Deck Design in Bridge Widening

Adel Elsafty, Ayman M. Okeil, Krickstein Torres, Kamal Tawfiq, Sam Fallaha

School of Engineering

Producción científica: Article › revisión exhaustiva

Idioma original	English
Número de artículo	04020079
Publicación	Journal of Bridge Engineering
Volumen	25
N.º	10
DOI	https://doi.org/10.1061/(ASCE)BE.1943-5592.0001617
Estado	Published - oct 1 2020

ASJC Scopus Subject Areas

Civil and Structural Engineering
Building and Construction

Acceder al documento

10.1061/(ASCE)BE.1943-5592.0001617

Otros archivos y enlaces

Citar esto

@article{64141970559c4bdaaf5a5fedb4ccd648,

title = "Investigation of Empirical Deck Design in Bridge Widening",

keywords = "Bridge decks, Empirical design, Experimental data, Reinforced concrete, Shear failure",

author = "Adel Elsafty and Okeil, {Ayman M.} and Krickstein Torres and Kamal Tawfiq and Sam Fallaha",

note = "Publisher Copyright: {\textcopyright} 2020 American Society of Civil Engineers.",

year = "2020",

month = oct,

day = "1",

doi = "10.1061/(ASCE)BE.1943-5592.0001617",

language = "English",

volume = "25",

number = "10",

}

TY - JOUR

T1 - Investigation of Empirical Deck Design in Bridge Widening

AU - Elsafty, Adel

AU - Okeil, Ayman M.

AU - Torres, Krickstein

AU - Tawfiq, Kamal

AU - Fallaha, Sam

PY - 2020/10/1

Y1 - 2020/10/1

KW - Bridge decks

KW - Empirical design

KW - Experimental data

KW - Reinforced concrete

KW - Shear failure

UR - http://www.scopus.com/inward/record.url?scp=85089468186&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=85089468186&partnerID=8YFLogxK

U2 - 10.1061/(ASCE)BE.1943-5592.0001617

DO - 10.1061/(ASCE)BE.1943-5592.0001617

M3 - Article

AN - SCOPUS:85089468186

SN - 1084-0702

VL - 25

JO - Journal of Bridge Engineering

JF - Journal of Bridge Engineering

IS - 10

M1 - 04020079

ER -