Click name to view biography.
Jason Fullerton
(Team Leader)
Project
Background |
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Presently,
the project is focused on the design and analysis of a Japanese earthen
bridge, more traditionally known as a do bashi. The do
bashi style bridge is typically made from circular wood timbers and
incorporates an “earthen overlay,” which blends the trail into the bridge
creating a natural transition. Another
traditional aspect of a do bashi is its arched superstructure, which, given
the framework of the project, will span approximately 40-ft across a small
wash in the garden area producing a rise of nearly 5-ft at the crown of the
arch. In addition to being
structurally sound and complying with the code/permitting requirements of the
International Building Code ( |
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Purpose: |
To design and analyze a Japanese
earthen bridge, or a do bashi. |
Challenges: |
The challenges of designing a
traditional Japanese earthen bridge arise in the need for the bridge to
retain its historical authenticity, while still remaining structurally sound
and compliant with current building regulations. Among the most difficult design challenges
was the addition of a handrail to the bridge to comply with OSHA regulations,
as well as the major differences found in material availability,
constructability the use of traditional methods, and the vast differences in
environmental conditions between |
Approach: |
Using conceptual drawings created
by Japanese landscape architects who have visited the site and Allowable
Stress Design (ASD), the current practice for wood design, a modern do bashi was developed for the NAU
campus. The structure is designed to
withstand all required loads set forth by the International Building Code
(IBC) and the City of |
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Saturday,
February 24, 2007: Today, the team met in the |
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Click photos to enlarge. |
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AutoCAD was the primary software used throughout the
project. It helped greatly by
providing a visual for conceptual planning as well as creating details for
construction. |
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Bridge Design Details |
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Handrail Details |
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Bent Details |
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Girder and Column Connections |
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Special
Thanks to: |
Dr. Joshua Hewes, Dr. Debra Larson,
Dr. Clyde Holland, John Tingerthal, Dr. Eugene Loverich, Jason Hess, Josh Spear, and Doug Macy. |
References: |
American Wood Council. National
Design Specification for Wood Construction, 2001 Edition, ASCE Standard, Minimum Design Loads for Buildings
and other Structures, American Society of Civil Engineers, 2003. Beer, Ferdinand P. Mechanics of Materials,
3rd Edition, McGraw Hill Inc, 2002. Breyer E. Donald.
Design of Wood Structures-ASD, 5th Edition, McGraw Hill Inc, 2003 Coduto, Donald P.
Geotechnical Engineering, Prentice
Hall Inc, 1999 McCormac, Jack C.
and Nelson, James K. Design of Reinforced Concrete, 7th Edition, John
Wiley and Sons Inc, 2006 Nelson, James K. Structural Analysis Using
Classical and Matrix Methods, 3rd Edition, John Wiley and Sons Inc, 2003 |