Thesis Proposal
Depth Work: Structural
The main focus of this next phase of the thesis project will involve a redesign of the River Tower from its original post-tensioned concrete slabs to a composite steel framing system with either moment or braced frames. These two alternatives will be researched and compared using analysis output from RAM computer software.
Breadth Option #1: Construction Management
Switching the primary material of the building from primarily cast-in-place concrete to a composite steel system will affect overall system assembly cost, scheduling, and other constructability issues.
Breadth Option #2: Mechanical
The floor-to-floor depths will become deeper due to the new steel girders and beams. The current mechanical system will be analyzed for its appropriateness to these new spaces, and if ductwork needs to be rerouted, for example. The fire resistance system of the building will have new requirements because of the lack of inherent fireproofing in the proposed steel framing system.
Breadth Option Executive Summary (41 KB)
Thesis Proposal Executive Summary (45 KB)
Complete Thesis Proposal (424 KB)
Revisions to the Proposal (revisions current as of January 14, 2006)
Revised Breadth Option Executive Summary (41 KB)
Revised Structural Thesis Proposal (419 KB)