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Foley, Christopher M. - Department of Civil and Environmental Engineering, Marquette University
Structural Engineering Report MUST-98-1 Strengthening Existing Reinforced Concrete
Impact of Environmental Effects on, and Condition Assessment of IBRC Bridge Decks
Fatigue Performance of Full-Span Sign Support Structures Considering Truck-Induced Gust
Two-Way Steel Floor System Using Open-Web Joists
678 GENETICALGORITHMSANDCLASSIFIERSYSTEMS Evolutionary Algorithm For Structural Optimization
Performance-Based Optimization Considering Both Structural
ENGINEERING JOURNAL /THIRD QUARTER / 2006 / 227 The authors are to be commended for presenting a very
College of Engineering Department of Civil & Environmental Engineering
Robustness in Structural Steel Framing Systems
Structural Analysis of Sign Bridge
FLEXURAL BEHAVIOR OF REINFORCED AND PRESTRESSED CONCRETE BEAMS
High-Cycle Constant Amplitude Fatigue Life Variability of Welded Round HSS Y-Joints
Probabilistic Performance-Based Optimal Design of Steel Moment-Resisting Frames. II: Applications
854 / JOURNAL OF STRUCTURAL ENGINEERING / AUGUST 1999 INELASTIC BEHAVIOR OF MULTISTORY PARTIALLY RESTRAINED
862 / JOURNAL OF STRUCTURAL ENGINEERING / AUGUST 1999 INELASTIC BEHAVIOR OF MULTISTORY PARTIALLY RESTRAINED
An Object-OrientedEvolutionaryAlgorithm for AutomatedAdvancedAnalysisBasedDesign
The(p,L, s, B)Distribution: A SelectionSchemeFor RankedPopulations
Probabilistic Performance-Based Optimal Design of Steel Moment-Resisting Frames. I: Formulation
Development and Evaluation of a Removable and Portable Strain Sensor for Short-term Live Loading of Bridge Structures
AUTOMATED DESIGN OF STEEL WIDE-FLANGED BEAM FLOOR FRAMING SYSTEMS USING
DESIGN OF PARTIALLY RESTRAINED STEEL FRAMES USING ADVANCED ANALYSIS AND
Fatigue Risks in the Connections of Sign
ENGINEERING JOURNAL / FIRST QUARTER / 2006 / 57 Fatigue Life Prediction and Variability of
Axial, Shear and Moment Interaction of
Automated Design of Steel Open Web Joist Floor Framing Systems Using a Genetic Algorithm
Design of Partially or Fully Composite Beams, with Ribbed Metal Deck, Using