Nonlinear Analysis of Extradosed Structures Prestressed only by Unbonded Tendons

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F13%3A00206127" target="_blank" >RIV/68407700:21110/13:00206127 - isvavai.cz</a>

Result on the web

—

DOI - Digital Object Identifier

—

Result language

angličtina

Original language name

Nonlinear Analysis of Extradosed Structures Prestressed only by Unbonded Tendons

Original language description

Extradosed structures use such an arrangement of prestressing reinforcement, that its efficiency is increased thanks to its increased eccentricity. The paper is focused on nonlinear analysis of an extradosed double-beam three-span bridge structure prestressed only by unbonded tendons.

Czech name

—

Czech description

—

Type

D - Article in proceedings

CEP classification

JM - Structural engineering

OECD FORD branch

—

Project

<a href="/en/project/GA103%2F09%2F2059" target="_blank" >GA103/09/2059: Progressive Bridge Structures - Theoretical Analysis, Experimental Verification and Monitoring of Existing Structures</a><br>

Continuities

S - Specificky vyzkum na vysokych skolach

Publication year

2013

Confidentiality

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection

PhD Workshop

ISBN

978-80-01-05236-5

ISSN

—

e-ISSN

—

Number of pages

8

Pages from-to

—

Publisher name

České vysoké učení technické v Praze, Fakulta stavební

Place of publication

Praha

Event location

Praha

Event date

May 24, 2013

Type of event by nationality

CST - Celostátní akce

UT code for WoS article

—