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CAITLIN BEHM
BUILDING STATISTICS
THESIS ABSTRACT
TECHINCAL ASSIGNMENTS
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THESIS PROPOSAL
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FINAL REPORT
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E-STUDIO
Thesis Proposal
Structural Depth

Problem 1: Existing structure designed with reinforced concrete shear walls

Solution: Redesigning lateral system with intermediate concrete moment frames

The lateral system of Nemours Children's Hospital as a part of The Nemours Foundation will be redesigned using intermediate concrete moment frames. This may reduce the number of shear walls in the building, which will create a more open floor plan. A study to determine whether the moment frames can be integrated in the slab depth, which might require changing the slab thickness, will be performed.

Problem 2: Existing structure designed with two-way flat slab floor system

Solution: Redesigning floor system with one-way slab or flat plate system

The floor system will be analyzed as either one-way slab or flat play system. The most economical floor system will be chosen; some of that decision will rest on whether or not the concrete moment frames can be placed within the slab. Removing the need for drop panels may reduce construction time and cost because the formwork for the drop panels will not be required.
Breadth 1: Building Enclosure - Architecture Focus
The façade of the building is predominately glass, buy the owner's request. A new sunshading system consisting of specifically sized and placed louvers will be designed to control the sun's exposure into the building. The design will be centered on studying the year-round daylighting of the building in an effort to maximize the performance of the glass wall system. An analysis of the current sun shading devices will be compared to the new design to discuss differences in amount of light exposure, overall cost, and aesthetics of the wall system.
Breadth 2: Building Enclosure - Mechanical Focus
The other study will examine the energy efficiency of the current façade. Alternate façade design components will be investigated to compare energy efficiency of each system. The focus of the redesign will center on researching more sustainable building materials along with improving the building's energy efficiency. Cost of construction materials and life span of the façade will also be considered when determining the most economical design.
MAE Requirements
The MAE requirements for this proposal will be met by modeling Nemours Children's Hospital as a part of The Nemours Foundation in ETABS. Generating computer models in various structural analysis programs was taught in AE 597A - Computer Modeling of Buildings. This class taught us how to manipulate building models, within structural analysis computer programs, and study the given results. Additionally, the MAE requirement will be met with incorporating course material from AE 541 - Building Enclosure Science and Design and analysis of building façades will be studied in this course, which will be applied to Nemours Children's Hospital as a part of The Nemours Foundation.
Proposal Click on the image to view a full version of the proposal.

NEWS

DATE
ANNOUNCEMENT
04/29/12
CPEP Complete
04/29/12
ABET Assessment & Reflection Posted
04/29/12
Thesis Final Presentation Posted (PDF)
04/04/12
Final Report Posted
01/16/12
Building Statistics II Posted
01/13/12
Proposal Revisions Posted
12/09/11
Proposal Posted
12/09/11
Tech II Revisions Posted
12/09/11
Additional Tech I Revisions Posted
11/16/11
Tech III Posted
10/24/11
Abstract Posted
10/19/11
Tech II Posted
10/19/11
Tech I Revisions Posted
9/23/11
Tech I Posted
9/12/11
Building Statistics I Posted
9/9/11
Student Bio Sketch Posted
9/9/11
Full Menu Functionality
9/2/11
Home Page Posted
8/26/11
Building Statistics I Complete
8/3/11
Owner Permission Obtained
8/1/11
Project Documentation Obtained
A special thanks to:

SGH

 

Nemours Logo

 

Note: While great efforts have been taken to provide accurate and complete information on the pages of CPEP, please be aware that the information contained herewith is considered a work-in-progress for this thesis project. Modifications and changes related to the original building designs and construction methodologies for this senior thesis project are solely the interpretation of Caitlin Behm. Changes and discrepancies in no way imply that the original design contained errors or was flawed. Differing assumptions, code references, requirements, and methodologies have been incorporated into this thesis project; therefore, investigation results may vary from the original design.
This page was last updated on 04/29/2012 by Caitlin Behm and is hosted by the AE Department © 2011/2012