scispace - formally typeset
C

Christopher D. Eamon

Researcher at Wayne State University

Publications -  69
Citations -  1008

Christopher D. Eamon is an academic researcher from Wayne State University. The author has contributed to research in topics: Structural load & Prestressed concrete. The author has an hindex of 19, co-authored 66 publications receiving 871 citations. Previous affiliations of Christopher D. Eamon include Lawrence Technological University & University of Michigan.

Papers
More filters
Journal ArticleDOI

Effects of Edge-Stiffening Elements and Diaphragms on Bridge Resistance and Load Distribution

Christopher D. Eamon, +1 more
- 01 Sep 2002 - 
TL;DR: In this paper, the effects of barriers, sidewalks, and diaphragms (secondary elements) on bridge structure ultimate capacity and load distribution were investigated for simple-span, two-lane highway girder bridges with composite steel and prestressed concrete girders.
Journal ArticleDOI

Modeling Concrete Masonry Walls Subjected to Explosive Loads

Christopher D. Eamon, +2 more
- 01 Sep 2004 - 
TL;DR: In this paper, concrete masonry unit walls subjected to blast pressure were analyzed with the finite element method, with the goal of developing a computationally efficient and accurate model, which can be grouped into three modes of failure, which correspond to three ranges of blast pressures.
Journal ArticleDOI

Life-Cycle Cost Analysis of Alternative Reinforcement Materials for Bridge Superstructures Considering Cost and Maintenance Uncertainties

Christopher D. Eamon, +3 more
- 01 Apr 2012 - 
TL;DR: In this paper, a life-cycle cost analysis (LCCA) was conducted on prestressed concrete bridge superstructures using carbon fiber reinforced polymer (CFRP) bars and strands.
Journal ArticleDOI

Effect of secondary elements on bridge structural system reliability considering moment capacity

Christopher D. Eamon, +1 more
- 01 Jan 2004 - 
TL;DR: In this article, a finite element procedure is developed that combines a grillage model of the bridge deck with solid elements for edge-stiffening effects, and system resistance parameters are estimated with a point integration method.
Journal ArticleDOI

Reliability analysis of prestressed concrete beams exposed to fire

Christopher D. Eamon, +1 more
- 01 Oct 2012 - 
TL;DR: In this paper, a procedure for conducting reliability analysis of prestressed concrete beams subjected to a fire load is presented, which involves identifying relevant load combinations, specifying critical load and resistance random variables, and establishing a high-temperature performance model for beam capacity.