Pinar Okumus
Cited by
Cited by
Nonlinear Finite Element Modeling of Cracking at Ends of Pretensioned Bridge Girders
P Okumus, MG Oliva, S Becker
Engineering Structures 40, 267-275, 2012
Evaluation of Crack Control Methods for End Zone Cracking in Prestressed Concrete Bridge Girders
P Okumus, MG Oliva
PCI Journal 58 (2), 91-105, 2013
Strand Debonding for Pretensioned Bridge Girders to Control End Cracks
P Okumus, MG Oliva
ACI Structural Journal 111 (1), 201-210, 2014
Ultrahigh-performance concrete for posttensioned precast bridge piers for seismic resilience
C Yang, P Okumus
Journal of Structural Engineering 143 (12), 04017161, 2017
Structural Impact Mitigation of Bridge Piers Using Tuned Mass Damper
T Hoang, KT Ducharme, Y Kim, P Okumus
Engineering Structures 112, 287-294, 2016
Sources of crack growth in pretensioned concrete-bridge girder anchorage zones after detensioning
P Okumus, RP Kristam, M Diaz Arancibia
Journal of Bridge Engineering 21 (10), 04016072, 2016
Finite Element Analysis of Deep Wide-flanged Pre-stressed Girders to Understand and Control End Cracking
MG Oliva, O Pinar
Wisconsin Highway Research Program, 2011
Effects of Confinement and Concrete Nonlinearity on Transfer Length of Prestress in Concrete
K Warenycia, M Diaz-Arancibia, P Okumus
Structures 11, 11-21, 2017
Nonlinear Analysis of Pretensioned Bridge Girder ends to Understand and Control Cracking at Prestress Release
P Okumus
The University of Wisconsin - Madison, 2012
Causes of Excessive Detensioning Stresses in Northeast Extreme Tee (NEXT) Beams
MD Arancibia, P Okumus
PCI Journal, 2017
Mechanical Behavior of a Glass Fiber-Reinforced Polymer Sandwich Panel with Through-Thickness Fiber Insertions
T Lanssens, C Tanghe, N Rahbar, P Okumus, S Van Dessel, T El-Korchi
Construction and Building Materials 64, 473-479, 2014
Rapid Bridge Construction Technology, Precast Elements for Substructures
MG Oliva, D Unlu, P Okumus
Wisconsin Highway Research Program, 2011
Rapid Bridge Construction Technology: Precast Elements for Substructures
P Okumus
University of Wisconsin--Madison, 2008
Mechanical behavior and prestress loss of unbonded posttension strands in self-centering structures
C Yang, P Okumus
Journal of Materials in Civil Engineering 29 (12), 04017245, 2017
Anchorage Zone Cracking Evaluations in Debonded Deep Bulb-Tee Bridge Girders
P Okumus, E Kizilarslan, MG Oliva, C Yang
PCI Convention and National Bridge Conference, Nashville, TN, March 3-6., 12, 2016
A hysteretic model for self-centering precast concrete piers with varying shear-slip between segments
C Yang, P Okumus, R Ren
Engineering Structures 188, 350-361, 2019
Performance of Ultra-high Performance Concrete Self-centering Bridge Piers Under Seismic Loads
C Yang, P Okumus
Proceedings of Istanbul Bridge Conference, Istanbul, Turkey, August 8-10, 8, 2016
Composite Girder Connections for Precast Concrete Decks
MG Oliva, P Okumus
PCI Aspire, 44-45, 2013
Reinforced-Concrete Shear Walls Retrofitted Using Weakening and Self-Centering: Numerical Modeling
S Basereh, P Okumus, S Aaleti
Journal of Structural Engineering 146 (7), 04020122, 2020
Role of Skew on Bridge Performance
M Diaz Arancibia, L Rugar, P Okumus
Transportation Research Record, 0361198120914617, 2020
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