Failure Resistance of the Historic Stone Bridge Structure of Charles Bridge. I: Susceptibility to Nonstress Effects-Reference-Cited by-同舟云学术

Failure Resistance of the Historic Stone Bridge Structure of Charles Bridge. I: Susceptibility to Nonstress Effects

Published:2008-04 Issue:2 Volume:22 Page:71-82
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Witzany Jiri¹²³,Cejka Tomas¹²³,Zigler Radek¹²³

Affiliation:

1. Rector Emeritus, Head of Dept. of Building Structures, Faculty of Civil Engineering, Czech Technical Univ. in Prague, Thakurova 7, Prague 6, 166 29, Czech Republic. E-mail: witzany@fsv.cvut.cz

2. Lecturer, Dept. of Building Structures, Faculty of Civil Engineering, Czech Technical Univ. in Prague, Thakurova 7, Prague 6, 166 29, Czech Republic. E-mail: cejka@fsv.cvut.cz

3. Lecturer, Dept. of Building Structures, Faculty of Civil Engineering, Czech Technical Univ. in Prague, Thakurova 7, Prague 6, 166 29, Czech Republic. E-mail: zigler@fsv.cvut.cz

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290887-3828%282008%2922%3A2%2871%29

Reference5 articles.

1. Witzany J. (1997). “Stavebnĕ technický stav a rekonstrukce Karlova mostu (Construction conditions and reconstruction of Charles Bridge).” ČKAIT J. Special Edition 8–19 (in Czech).

2. Karlův most-hodnocení stavebnĕ technického stavu (Assessment of current structural and maintenance condition of Charles Bridge);Witzany J.;Stavebni Obzor,2002

3. Souhrnné hodnocení teoretického a experimentálního výzkumu Karlova mostu v letech 1994 až 2004, 1. část (Comprehensive assessment of a theoretical and experimental investigation of Charles Bridge 1994 to 2004. Part 1);Witzany J.;Stavebni Obzor,2005

4. Comprehensive assessment of a theoretical and experimental investigation of Charles Bridge 1994 to 2004. 1;Witzany J.;Stavebni Obzor,2005

5. Die Karlsbrücke in Prag: Bewertung des bautechnischen Zustandes

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