Das Suchergebnis hat sich seit Ihrer Suchanfrage verändert. Eventuell werden Dokumente in anderer Reihenfolge angezeigt.
  • Treffer 40 von 100
Zurück zur Trefferliste

EFFECT OF DEMOLITION ON REMAINING PART OF CONCRETE BRIDGE NUMERICAL ANALYSIS VS. EXPERIMENTAL RESULTS

  • The US Department of Highways is embarked on a very ambitious program to renovate much of the bridges and highways allover the USA. While it is doing so, it is also trying to take advantage of using such program to enhance the research for future programs. One of those projects is a 1000 ft. (305 m) long concrete bridge in the State of Vermont, located in the North East of USA. It is scheduled forThe US Department of Highways is embarked on a very ambitious program to renovate much of the bridges and highways allover the USA. While it is doing so, it is also trying to take advantage of using such program to enhance the research for future programs. One of those projects is a 1000 ft. (305 m) long concrete bridge in the State of Vermont, located in the North East of USA. It is scheduled for renovation, in which the deck and its side parapet walls will be replaced. New England Transportation Consortium (NETC) decided to make further use of this project to find what effect will the heavy demolition tools have on the concrete to remain in place. The goal is to find out the extent of the experimental measurement agreement with the analytical results. In order to accomplish such a goal, numerous strain gages were installed at and in the vicinity of the demolition areas. Those gages will measure the effect of the demolition on the adjacent areas, and how far the destructive effect of the powerful demolition tools can propagate through different parts of the structure. The gages are connected to National Instruments data acquisition equipment, which is connected to a lap top computer to save all the acquired data. The analytical part the project will be using the energy method, which means that the energy applied by the demolition tools should equal the energy absorbed by the demolished structure, in elastic and plastic deformation forms.zeige mehrzeige weniger

Volltext Dateien herunterladen

Metadaten exportieren

Weitere Dienste

Teilen auf Twitter Suche bei Google Scholar
Metadaten
Dokumentart:Konferenzveröffentlichung
Verfasserangaben: Rusk Masih
DOI (Zitierlink):https://doi.org/10.25643/bauhaus-universitaet.603Zitierlink
URN (Zitierlink):https://nbn-resolving.org/urn:nbn:de:gbv:wim2-20111215-6032Zitierlink
Sprache:Englisch
Datum der Veröffentlichung (online):14.04.2005
Jahr der Erstveröffentlichung:2000
Datum der Freischaltung:14.04.2005
Institute und Partnereinrichtugen:Fakultät Bauingenieurwesen / Professur Informatik im Bauwesen
GND-Schlagwort:Betonbrücke; Reparatur; Beton; Dynamische Belastung; Mechanische Eigenschaft
Quelle:Internationales Kolloquium über Anwendungen der Informatik und Mathematik in Architektur und Bauwesen , IKM , 15 , 2000 , Weimar , Bauhaus-Universität
DDC-Klassifikation:600 Technik, Medizin, angewandte Wissenschaften / 620 Ingenieurwissenschaften / 620 Ingenieurwissenschaften und zugeordnete Tätigkeiten
BKL-Klassifikation:31 Mathematik / 31.80 Angewandte Mathematik
56 Bauwesen / 56.03 Methoden im Bauingenieurwesen
Sammlungen:Bauhaus-Universität Weimar / Internationales Kolloquium über Anwendungen der Informatik und Mathematik in Architektur und Bauwesen, IKM, Weimar / Internationales Kolloquium über Anwendungen der Informatik und Mathematik in Architektur und Bauwesen, IKM, Weimar, 15. 2000
Lizenz (Deutsch):License Logo In Copyright