Skip to main navigation
Skip to search
Skip to main content
Northern Arizona University Home
Home
Profiles
Departments and Centers
Scholarly Works
Activities
Grants
Datasets
Prizes
Search by expertise, name or affiliation
Serviceability Behavior of Reinforced Concrete Discontinuity Regions
Jessica Kettelkamp
, Robin Tuchscherer
Civil Engineering, Construction Management, and Environmental Engineering
Research output
:
Chapter in Book/Report/Conference proceeding
›
Conference contribution
Overview
Fingerprint
Fingerprint
Dive into the research topics of 'Serviceability Behavior of Reinforced Concrete Discontinuity Regions'. Together they form a unique fingerprint.
Sort by
Weight
Alphabetically
Keyphrases
Reinforced Concrete
100%
Discontinuity Regions
100%
Serviceability Behaviour
100%
Strut-and-tie Model
50%
Strain Energy
50%
Internal Strain
50%
Crack Area
50%
Northern Arizona
25%
Reinforced
25%
Maximum Crack Width
25%
Design Methodology
25%
Digital Image
25%
Concrete Deep Beams
25%
Improved Design
25%
Displacement Data
25%
Crack Width
25%
Serviceability Design
25%
Crack Deformation
25%
Engineering
Reinforced Concrete
100%
Serviceability
100%
Crack Width
40%
Strain Energy
40%
Internal Strain
40%
Cross Section
20%
Image Processing
20%
Crack Data
20%
Displacement Data
20%