The paper concerns the behaviour of a box-girder bridge deck road having a steel box and a concrete slab. The steel webs are shaped according to a sine wave. The deck has a width of 13.70 m and a length of 182 m, with the longitudinal static scheme as a continuous beam on four supports. The study highlights the reliability of this constructive solution.
| Lingua originale | Italian |
|---|
| Pagine | 1255-1262 |
|---|
| Numero di pagine | 8 |
|---|
| Stato di pubblicazione | Published - 2013 |
|---|
Cita questo
-
APA
-
Standard
-
Harvard
-
Vancouver
-
Author
-
BIBTEX
-
RIS
@conference{560ec30cf86240ccbbdfa33d1b8560c6,
title = "COMPORTAMENTO DI IMPALCATI DA PONTE A CASSONE IN ACCIAIO-CALCESTRUZZO CON ANIMA ONDULATA",
abstract = "The paper concerns the behaviour of a box-girder bridge deck road having a steel box and a concrete slab. The steel webs are shaped according to a sine wave. The deck has a width of 13.70 m and a length of 182 m, with the longitudinal static scheme as a continuous beam on four supports. The study highlights the reliability of this constructive solution.",
author = "Marcello Cammarata and Nunzio Scibilia",
year = "2013",
language = "Italian",
pages = "1255--1262",
}
TY - CONF
T1 - COMPORTAMENTO DI IMPALCATI DA PONTE A CASSONE IN ACCIAIO-CALCESTRUZZO CON ANIMA ONDULATA
AU - Cammarata, Marcello
AU - Scibilia, Nunzio
PY - 2013
Y1 - 2013
N2 - The paper concerns the behaviour of a box-girder bridge deck road having a steel box and a concrete slab. The steel webs are shaped according to a sine wave. The deck has a width of 13.70 m and a length of 182 m, with the longitudinal static scheme as a continuous beam on four supports. The study highlights the reliability of this constructive solution.
AB - The paper concerns the behaviour of a box-girder bridge deck road having a steel box and a concrete slab. The steel webs are shaped according to a sine wave. The deck has a width of 13.70 m and a length of 182 m, with the longitudinal static scheme as a continuous beam on four supports. The study highlights the reliability of this constructive solution.
UR - http://hdl.handle.net/10447/101313
M3 - Other
SP - 1255
EP - 1262
ER -