 |
|
|
Abstracted in databases:
Thomson SCIE: Science Citation Index ExpandedTM (Web of
Science),
INSPEC,
EBSCO,
TRIS/TRIS Online, VINITI, CSA's ERD, CSA/ASCE (CSA's TRD), SCOPUS (Elsevier Database)
2015 Impact Factor: 0.519 ©2015 Thomson Reuters, 2015 Journal
Citation Report®
ISSN 1822-427X print
ISSN 1822-4288 online
|
|
|
 |
 |
 |
| |
 |
|
| |
|
"The Baltic Journal of Road and Bridge Engineering"
Vilnius: Technika, 2011, Vol VI, No 4, p.
267-273 |
|
|
Giedrė Sandovič, Algirdas
Juozapaitis, Romualdas Kliukas |
|
Simplified Engineering Method of
Suspension Two-Span Pedestrian Steel Bridges with
Flexible and Rigid Cables Under Action of
Asymmetrical Loads |
|
DOI: 10.3846/bjrbe.2011.34 |
|
|
|
The article deals with two spans steel split-type
one band pedestrian suspension bridge structure.
Structural behaviour of such suspension member
subjected to asymmetrical load has been discussed
under the condition of temporary load influence
imposed on one span out of two. Two structural
solutions of one band suspension bridges have been
considered: with completely flexible retaining
elements, and in case of bending rigid. The article
provides analytical expressions for calculations of
the displacements of these asymmetrically loaded
suspended elements, thrust forces and bending
moments. Simplified analytical method accuracy of
one band bridges is illustrated on the basis of
performed numerical experiment Performed numerical
experiment shows the resulting basis of simplified
analytical method accuracy of one band bridges. |
|
|
Keywords:
suspension steel bridges, pedestrian bridges, steel
stress-ribbon, asymmetric loading, kinematic
displacements, elastic displacements, bending
stiffness, cables rigidity.
Read full article (restricted access)
|
|
|
view contents of entire journal number | switch abstract language to
 ,
or
 |
|
|
 |
|
 |
|
