Thursday, March 12, 2015

Transportation Success/Failure Report

Each student was assigned a successful structure and a failed structure. We were to research and report different aspects of each structure and present them to the class. My assigned successful structure was the Millau Viaduct Bridge in Millau, France. My assigned failed structure was the L’Ambiance Plaza in Bridgeport, Connecticut.

Transportation Success: Millau Viaduct Bridge, France

      Official Name: Le Viaduc de Millau
      Location: Millau-Creissels, France. It stretches across the valley of the river Tarn. It is the chosen solution for taking the A75 Motorway.
      Designers: Michel Virlogeux and Norman Foster
      Design of Bridge: Cable-stayed. A cable-stayed bridge is one in which the weight of the deck is supported by a number of cables running directly to one or more towers.
      Length: 1.55 miles
      Height: 343 meters
      Cost: $524 million
      Construction on the bridge started October 10, 2001
      The bridge opened to traffic on December 17, 2004

The YouTube video link will show you different angles of the bridge. It is a beautiful bridge and you will certainly enjoy it!

The bridge has received many awards for their outstanding structure and architecture. Below are the listed awards.
      Chicago Athenaeum International Architecture Award
      International Association for Bridge and Structural Engineering Outstanding Structure Award
      The Building Exchange Award- Best Use of Architectural or Structural Design in a Regeneration Scheme, 2nd Place.
      Wallpaper Design Awards- Best New Public Building
      ECCS European Award for Steel Structures
      D&AD Gold Award
      Travel & Leisure Design Award for Best Infrastructure
      Singapore Construction Excellence Award- Civil Category

This bridge was a success because it eliminated traffic congestion, became a tourist attraction, and reduced travel time for drivers. Below are some pictures of the truly beautiful bridge.




Sources:
      "Highest, Longest : Viaduct De Millau." Highest, Longest : The Viaduct De Millau. Web. 10 Mar. 2015. http://www.abelard.org/france/viaduct-de-millau.php
      "Viaduc De Millau." YouTube. YouTube. Web. 10 Mar. 2015. https://www.youtube.com/watch?v=PbQc5QgH4Ws.
      "Foster Partners." Millau Viaduct. Web. 10 Mar. 2015. http://www.fosterandpartners.com/projects/millau-viaduct/


Transportation Failure: L’Ambiance Plaza, Bridgeport, Connecticut

      Official Name: L’Ambiance Plaza
      Location: 210 Washington Avenue Bridgeport, Connecticut
      Building Type: High-rise Building. A high-rise building is a building greater than 75 feet in height.
      Structural Material: Composite Structure. Composite structure is a set of interconnected elements that collaborate at runtime to achieve a purpose.
      Foundation System: Spread or Shallow Foundation. This is a type of foundation which transfers building loads to the earth very near the surface, rather than to a subsurface layer.
      Architectural Style: Modernism
      Main Usage: Residential
      Height: 205.21 ft (estimate)
      Width: 63 ft
      The building collapsed during construction April 23, 1987
      Killed 28 construction workers
      There were 16 floors above ground
      The building was constructed using the lift-slab method. The lift slab method is a method of constructing concrete buildings by casting the floor or roof slab on top of the previous slab then raising the slab up with hydraulic jacks.  

On the day of the collapse, at approximately 1:00 pm, workers were using a 12-ton horizontal jack between the two towers. Around 1:30 pm the ironworker was installing wedges in the west building, the worker heard the first loud bang, looked up to see the concrete “cracking like ice.” The floor slab above him collapsed onto the levels below. Within 2-10 seconds both towers collapsed completely.
The exact cause of the collapse remains unknown, however there are a few theory’s that have been made. They are as follows.
Ø  First Theory: Instability of the wedges supporting the 12th floor and roof package. –Thornton Tomasetti Engineers
·        Wedges supporting the 12th floor and roof package at the column were unstable and started the collapse. They state that a wedge supporting the package rolled out leaving the shearhead at this level supported by a single wedge. Additional movement of the slabs may have caused the remaining wedge to roll completely out, causing the buildings to collapse.

Ø  Second Theory: Jack rod and lifting nut slipped out due to a deformation of an overloaded steel angle welded to a shear head arm channel. –National Bureau of Standards
·        The NBS concluded in their investigation that the failure began at the buildings most heavily loaded column. The testing determined that when the shearhead and lifting angles were loaded with forces nearing 80 tons, they had a tendency to twist. During the lifting process the shearheads and lifting angles were loaded close to their maximum capacity. The angles deformed under the excess of force of the three 320 ton slabs, causing the jack rod and lifting nut to slip out of the angle and hit the column.

Ø  Third Theory: Global instability caused by lateral displacement. –Failure Analysis Associates
·        FaAA consultants focused on the response of lateral loading and overall torsional instability. In the absence of lateral loading the building would be completely stable. In the presence of lateral loading, the slab could become flexible.

Below are some pictures of the collapsed building.




Sources:
      L'Ambiance Plaza, Bridgeport | 200341 | EMPORIS." L'Ambiance Plaza, Bridgeport | 200341 | EMPORIS. Web. 10 Mar. 2015. http://www.emporis.com/buildings/200341/l-ambiance-plaza-bridgeport-ct-usa
      Web. 11 Mar. 2015. http://failures.wikispaces.com/L'Ambiance Plaza
      Removable Forms (Cast-In-Place)." Cast-In Place/Removable Forms. Web. 11 Mar. 2015. <http://www.cement.org/think-harder-concrete-/homes/building-systems/cast-in-place>.

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