Day: April 1, 2013

Rail Collaboration: “CN Engineering Challenges”

David Ferryman, Vice President System Engineering for Canadian National Railway visited Michigan Tech on Tuesday, April 2nd, and led a discussion concentrating on “CN Engineering Challenges”. CN is one of the greatest supporters of Michigan Tech’s Rail Transportation Program and Mr. Ferryman visited Michigan Tech to review the facilities and to discuss future collaboration and activities with students and faculty.

Civil Engineering Graduate Seminar: Aaron Mazeika

Civil Engineering Graduate Seminar, Thursday, April 4, 4:00 – 5:00 pm, Room 642 Dow

Speaker: Aaron Mazeika, PE, SE, AIA, Skidmore, Owings & Merrill LLP

Topic: Design / Construction of a 413 meter highrise building at Kuwait City Sculpted High-Rise – The Al Hamra Tower

Abstract: With a roof height of 413m, the Al Hamra Tower in Kuwait City is amongst the tallest buildings in the world. Setting it apart from other super high-rise buildings is its unique sculpted form. An example of architectural expression through structural form on a grand scale, the structural system and exterior form were developed in a symbiotic digital design process. The building geometry is generated by a spiraling slice subtracted from a simple prismatic volume. The resultant spiraling building form generates a dramatic cantilevered office wing that wraps around an exterior coutyard. The two resultant cut surfaces are hyperbolic paraboloid reinforced-concrete walls, which extend the full height of the tower and participate in the lateral and gravity force resisting systems. Other noteable features include a Nervi inspired lamella structure bracing the tower columns which curve 24m throught the lobby space, and a spiralling roof geometry that extends 90m from low point to high point and encloses a 40m tall skygarden space.

The design of the Al Hamra Tower required consideration of challenging engineering issues complicated by both the height and form of the structure. Long-term creep and shrinkage of concrete was carefully studied to account for force redistributions and to develop an extensive program of displacement pre-corrections to be made during construction. The spiraling hyperbolic paraboloid ‘flared walls’ required for gravity load support of the cantilevered wing apply a torsional gravity load to the building core that necessitates consideration of both the long-term vertical and torsional deformations of the building structure.

Opened in late 2011, the Al Hamra Tower is a dramatic addition to the skyline of Kuwait City and is set to become a major destination for the city. This presentation will focus on both the technical design and construction challenges in the accomplishment of this complex project.