An analysis of long time deflection of long span prestressed concrete bridges

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F10%3A00174935" target="_blank" >RIV/68407700:21110/10:00174935 - isvavai.cz</a>
Result on the web
—
DOI - Digital Object Identifier
—

Result language
angličtina
Original language name
An analysis of long time deflection of long span prestressed concrete bridges
Original language description
The results of the presented solutions and the developed analytical and design methods will help creating the sufficient theoretical tools for reliable and economic structural design bridges without deflection impairments. The paper reviews the causes ofunder-estimation of the long-time future deflections. Special attention is directed to prestressing - a procedure to find the optimal arrangement of tendons layout is presented, allowing avoiding the tendons contributing to deflection increases. Developed computer program is freely available and a method of repair procedure and a repair example, as well as recommendations for the design practice are also presented.
Czech name
—
Czech description
—

Project
<a href="/en/project/GP103%2F08%2FP613" target="_blank" >GP103/08/P613: New methods of rheology analysis based on 3D structural models for long-span prestressed concrete bridges</a><br>
Continuities
Z - Vyzkumny zamer (s odkazem do CEZ)

Publication year
2010
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
Bridge Maintenance, Safety, management and Life-Cycle Optimization
ISBN
978-0-415-87786-2
ISSN
—
e-ISSN
—
Number of pages
3
Pages from-to
—
Publisher name
CRC Press
Place of publication
Boca Raton
Event location
Philadelphia
Event date
Jul 11, 2010
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
—

Similar results(10)