Publication detail

Analýza nosné konstrukce mostu přes ulici Mikulášskou v Plzni

Original Title

Analýza nosné konstrukce mostu přes ulici Mikulášskou v Plzni

Czech Title

Analýza nosné konstrukce mostu přes ulici Mikulášskou v Plzni

Language

cs

Original Abstract

The paper presents an in-situ measurement, a linear analysis and an analysis of the ultimate limit state of the prestressed segmental bridge across Mikulašská street in Plzeň, Czech Republic. For those analyses is used the ANSYS program. This computational system can realize analyses of the bridge structure with condition of a linear and a nonlinear material behavior.

Czech abstract

The paper presents an in-situ measurement, a linear analysis and an analysis of the ultimate limit state of the prestressed segmental bridge across Mikulašská street in Plzeň, Czech Republic. For those analyses is used the ANSYS program. This computational system can realize analyses of the bridge structure with condition of a linear and a nonlinear material behavior.

BibTex


@inproceedings{BUT6622,
  author="Jan {Pěnčík} and Petr {Hradil} and Pavel {Schmid}",
  title="Analýza nosné konstrukce mostu přes ulici Mikulášskou v Plzni",
  annote="The paper presents an in-situ measurement, a linear analysis and an analysis of the ultimate limit state of the prestressed segmental bridge across Mikulašská street in Plzeň, Czech Republic. For those analyses is used the ANSYS program. This computational system can realize analyses of the bridge structure with condition of a linear and a nonlinear material behavior.",
  address="SVS FEM s.r.o.",
  booktitle="Sborník přednášek 7. ANSYS Users Meeting",
  chapter="6622",
  institution="SVS FEM s.r.o.",
  year="1999",
  month="september",
  pages="1--6",
  publisher="SVS FEM s.r.o.",
  type="conference paper"
}