Please use this identifier to cite or link to this item: https://scholarhub.balamand.edu.lb/handle/uob/3994
Title: Parametric study of a class of arch bridge models
Authors: Bou Rizk, Ramez
Mokbel, Ahmad
Bacha, Charbel
Advisors: Fares, Nabil
Subjects: Bridges, Arched
Issue Date: 2018
Abstract: 
This project encompasses a comprehensive parametric study of a class of arch bridge models in which several numerical parameters are studied in order to understand the magnitude of their effect when varied. The method of choice to analyze the various structures is the Direct Stiffness Method, and this is implemented in both manual and automated calculations. The aim of this project is to optimize the parameters related to stress distribution and select the best possible configuration for a class of arch bridge models. The major constraints studied include: overall dimensions, member stiffness factors, support-ends, applied forces, deflections, and bending moments. The project begins with basic idealized arch bridge examples solved manually, and these serve as control examples that aid in later stages for verification. The next step includes developing a program to facilitate the analysis since several iterations are expected in order to reach an optimal result. The program is developed using the Wolfram Mathematica platform and includes an automated algorithm to assist in analyzing several cases so that a conclusive result can be achieved. The application of a parametric study easily allows the identification of critical variable. This is important since the final outcome is to specify certain parameters and obtain maximal efficiency and capability of a half-through arch bridge.
Description: 
Includes bibliographical references (p. 66-67).

Supervised by Dr. Nabil Fares.
URI: https://scholarhub.balamand.edu.lb/handle/uob/3994
Rights: This object is protected by copyright, and is made available here for research and educational purposes. Permission to reuse, publish, or reproduce the object beyond the personal and educational use exceptions must be obtained from the copyright holder
Ezproxy URL: Link to full text
Type: Thesis
Appears in Collections:UOB Theses and Projects

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