Timothy H Park

Structural Option
901 New York Avenue
Washington, D.C.

This is a student-generated Capstone Project e-Portfolio (CPEP) produced in conjunction with the AE Senior Thesis e-Studio.

Welcome to Timothy Park's AE Senior Thesis e-Portfolio

Technical Assignments

Proposal

The Fall Semester Thesis Proposal consists of alternative options to the current structural system (2-way post-tensioned system). The proposal will also address other breadth options: construction management and lighting design.

Click here to view the Proposal (Executive Summary enclosed).

Technical Assignment 1

The first technical assignment concerns the current building design and its feasibility. Current codes were observed, while suggesting the use of newer and updated codes, such as ASCE/SEI 7-05. Gravity and lateral loads were also calculated and analyzed. Spot checks were also done on the two-way slab (using Equivalent Framing Method), columns, and the moment framing of the column/slab system.

Click here to view the Technical Assignment 1.

Technical Assignment 2

The second technical assignment focused on alternative options to the current floor system. The options that are assessed are: steel framing, composite steel framing, pre-cast concrete slabs, and 1-way cast-in-place slabs. Within these systems, several different bay layouts have also been proposed.

Click here to view the Technical Assignment 2.

Technical Assignment 3

The third and final technical assignment addressed the integrity of 901 NYA's current lateral force-resisting system. Lateral forces (wind and seismic) were re-calculated and used in the creation of a building model sample in ETabs. The model will be used to observe shear, torsion, deflection, and story drifts.

Click here to view the Technical Assignment 3.

 

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