Mervyn J Kowalsky

Behavior of large diameter carbon fiber anchors

CONSTRUCTION AND BUILDING MATERIALS, 394.

Critical Bending Strain and Mechanical Properties of Corroded Reinforcing Bars

ACI MATERIALS JOURNAL, 120(2), 77–86.

Impact of ground motion directionality (RotDnn) on the coupled and uncoupled inelastic response of RC circular cantilever columns

EARTHQUAKE SPECTRA, 39(3), 1859–1882.

Influence of Viscous Damping Models on the Inelastic Response of Reinforced Concrete Columns and Bridges

JOURNAL OF STRUCTURAL ENGINEERING, 149(2).

Nonlinear seismic performance of RC bridges using the ESA, EDA, DDBA, and nonlinear analysis with various viscous damping models

EARTHQUAKE SPECTRA, 39(1), 242–268.

Comparison of Seismic Demands on RC Bridge Columns Using the AASHTO Guide Specification, DDBA, and Nonlinear Analysis for Shallow Crustal and Subduction Tectonic Regimes

JOURNAL OF BRIDGE ENGINEERING, 27(6).

Recommended Parameters for Takeda Degrading Stiffness Hysteresis for Reinforced Concrete Circular Bridge Columns

ACI STRUCTURAL JOURNAL, 119(6), 275–288.

Simplification of Buckled Bar Tension Test through Fiber Modeling

ACI MATERIALS JOURNAL, 119(3), 161–171.

Tensile Behavior of Large Diameter Carbon Fiber Anchors

10TH INTERNATIONAL CONFERENCE ON FRP COMPOSITES IN CIVIL ENGINEERING (CICE 2020/2021), Vol. 198, pp. 1199–1207.

Seismic Performance of Circular Concrete Columns Reinforced with High-Strength Steel

Journal of Structural Engineering, 146(2), 04019198.

Critical Bending Strain of Reinforcing Steel and Buckled Bar Tension Test

ACI Materials Journal, 116(3), 53–61.

Out-of-plane buckling instability limit state for boundary regions of special RC structural walls

Bulletin of Earthquake Engineering, 17(9), 5159–5182.

Seismic Repair of Circular Reinforced Concrete Bridge Columns by Plastic Hinge Relocation with Grouted Annular Ring

Journal of Earthquake Engineering, 25(12), 1–35.

Boundary Elements of Special Reinforced Concrete Walls Tested under Different Loading Paths

EARTHQUAKE SPECTRA, 34(3), 1267–1288.

Seismic performance of reinforced concrete filled steel tube drilled shafts with inground plastic hinges

Engineering Structures, 165, 106–119.

Closure to "Modified Plastic-Hinge Method for Circular RC Bridge Columns" by Jason C. Goodnight, Mervyn J. Kowalsky, and James M. Nau

Goodnight, J. C., Kowalsky, M. J., & Nau, J. M. (2017, September). JOURNAL OF STRUCTURAL ENGINEERING, Vol. 143.

Out-of-Plane Buckling of Ductile Reinforced Structural Walls due to In-Plane Loads

Journal of Structural Engineering, 143(3), 04016182.

Stress-strain response of A706 grade 80 reinforcing steel

Construction and Building Materials, 145, 292–302.

Development of a ductile steel bridge substructure system

Journal of Constructional Steel Research, 118, 194–206.

Equivalent Viscous Damping Model for Short-Period Reinforced Concrete Bridges

Journal of Bridge Engineering, 21(2), 04015047.

Impact of Damping Scaling Factors on Direct Displacement-Based Design

Earthquake Spectra, 32(2), 843–859.

Modified Plastic-Hinge Method for Circular RC Bridge Columns

Journal of Structural Engineering, 142(11), 04016103.

Strain Limit States for Circular RC Bridge Columns

EARTHQUAKE SPECTRA, 32(3), 1627–1652.

Effect of Seismic Load History on Deformation Limit States for Longitudinal Bar Buckling in RC Circular Columns

Journal of Structural Engineering, 141(8), 04014187.

Finite-Element Method to Predict Reinforcing Bar Buckling in RC Structures

Journal of Structural Engineering, 141(5), 04014147.

Grouted shear stud connection for steel bridge substructures

Journal of Constructional Steel Research, 109, 72–86.

Impact of D/t on seismic behavior of reinforced concrete filled steel tubes

Journal of Constructional Steel Research, 107, 111–123.

Influence of Nonviscous Damping on Seismic Inelastic Displacements

INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 15(5).

Direct Displacement-Based Seismic Design of Reinforced Concrete Arch Bridges

JOURNAL OF BRIDGE ENGINEERING, 19(1), 44–58.

Fiber-Based Modeling of Circular Reinforced Concrete Bridge Columns

JOURNAL OF EARTHQUAKE ENGINEERING, 18(5), 714–734.

Repair of Reinforced Concrete Bridge Columns Containing Buckled and Fractured Reinforcement by Plastic Hinge Relocation

Journal of Bridge Engineering, 19(8).

Understanding Poor Seismic Performance of Concrete Walls and Design Implications

EARTHQUAKE SPECTRA, 30(1), 307–334.

Displacement-Based Seismic Design of Bridges

STRUCTURAL ENGINEERING INTERNATIONAL, 23(2), 112–121.

Drift, strain limits and ductility demands for RC moment frames designed with displacement-based and force-based design methods

ENGINEERING STRUCTURES, 51, 128–140.

Effect of Load History on Performance Limit States of Circular Bridge Columns

JOURNAL OF BRIDGE ENGINEERING, 18(12), 1383–1396.

Configuration Optimization of Drilled Shafts Supporting Bridge Structures: Three Case Studies

Practice Periodical on Structural Design and Construction, 17(3), 93–101.

Reversed Cyclic Flexural Behavior of Spiral DSAW and Single Seam ERW Steel Pipe Piles

JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 138(9), 1099–1109.

Seismic Performance Evaluation of Reinforced Concrete-Filled Steel Tube Pile/Column Bridge Bents

JOURNAL OF EARTHQUAKE ENGINEERING, 16(3), 401–424.

A Stability-Based Target Displacement for Direct Displacement-Based Design of Bridge Piers

Journal of Earthquake Engineering, 15(5), 754–774.

Impact of seismic input on strain/displacement response of reinforced concrete members and frames

ACI Structural Journal, 108(2), 178–187.

Simplified Lateral Analysis of Deep Foundation Supported Bridge Bents: Driven Pile Case Studies

JOURNAL OF BRIDGE ENGINEERING, 16(4), 558–569.

Validation of a single-mode polymer optical fiber sensor and interrogator for large strain measurements

MEASUREMENT SCIENCE AND TECHNOLOGY, 22(7).

Behavior of instrumented prestressed high performance concrete bridge girders

CONSTRUCTION AND BUILDING MATERIALS, 24(11), 2294–2311.

Ductility of Welded Steel Pile to Steel Cap Beam Connections

Structures Congress 2010. Presented at the Structures Congress 2010.

Relationship between strain, curvature, and drift in reinforced concrete moment frames in support of performance-based seismic design

ACI Structural Journal, 107(3), 291–299.

Seismic design of reinforced concrete bridge columns at subfreezing temperatures

ACI Structural Journal, 107(4), 427–433.

Seismic shear behavior of lightweight aggregate concrete square columns

ACI Structural Journal, 107(6), 680–688.

Calibration of a single-mode polymer optical fiber large-strain sensor

Kiesel, S., Peters, K., Hassan, T., & Kowalsky, M. (2009, March). MEASUREMENT SCIENCE AND TECHNOLOGY, Vol. 20.

Cleaving of solid single mode polymer optical fiber for strain sensor applications

OPTICS COMMUNICATIONS, 282(5), 856–861.

Evaluation of Rotational Stiffness of Elastomeric Bearing Pad-Anchor Bolt Connections on Deep Foundation Bents

JOURNAL OF BRIDGE ENGINEERING, 14(6), 487–495.

Seismic behavior of flexural dominated reinforced concrete bridge columns at low temperatures

Journal of Cold Regions Engineering, 23(1), 18–42.

Seismic behavior of shear-dominated reinforced concrete columns at low temperatures

ACI Structural Journal, 106(4), 445–454.

Cyclic response of reinforced concrete members at low temperatures

Journal of Cold Regions Engineering, 22(3), 79–102.

Estimation of frequency-dependent strong motion duration via wavelets and its influence on nonlinear seismic response

Montejo, L. A., & Kowalsky, M. J. (2008, May). COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING, Vol. 23, pp. 253–264.

Large deformation in-fiber polymer optical fiber sensor

IEEE PHOTONICS TECHNOLOGY LETTERS, 20(5-8), 416–418.

M.J. Nigel Priestley Symposium: August 4-5, 2008, North Tahoe Conference Center, King's Beach, California

Pavia, Italy: IUSS Press.

A Point of Fixity Model for Pile and Shaft Bents

Contemporary Issues In Deep Foundations, 158.

Behaviour of intrinsic polymer optical fibre sensor for large-strain applications

Kiesel, S., Peters, K., Hassan, T., & Kowalsky, M. (2007, October). MEASUREMENT SCIENCE AND TECHNOLOGY, Vol. 18, pp. 3144–3154.

Direct displacement-based seismic design of unbonddd post-tensioned masonry walls

ACI Structural Journal, 104(5), 560–569.

Displacement-based seismic design of drilled shaft bents with soil-structure interaction

JOURNAL OF EARTHQUAKE ENGINEERING, 11(6), 1010–1030.

Displacement-based seismic design of structures

Equivalent damping in support of direct displacement-based design

JOURNAL OF EARTHQUAKE ENGINEERING, 11(4), 512–530.

Moment transfer in bearing supported Bridges

2007 PCI-FHWA National Bridge Conference, AZ, October 2007.

Shake table testing of post-tensioned concrete masonry walls containing openings

Publication Pending, 133(11), 1551–1559.

Implementation of inelastic displacement patterns in direct displacement-based design of continuous bridge structures

EARTHQUAKE SPECTRA, 22(3), 631–662.

Shaketable testing of rectangular post-tensioned concrete masonry walls

ACI Structural Journal, 103(4), 587–595.

Behavior, analysis, and design of an instrumented link-slab bridge

Journal of Bridge Engineering (ASCE), 10(3), 331–334.

Compressive behavior of unconfined and confined clay brick masonry

Journal of Structural Engineering (New York, N.Y.), 130(4), 650–661.

Influence of confinement on the cyclic behavior of reinforced clay brick masonry walls

Masonry Society Journal, 22(1).

Reversed in-plane cyclic behavior of posttensioned clay brick masonry walls

Journal of Structural Engineering (New York, N.Y.), 130(5), 787–798.

Influence of tension strain on buckling of reinforcement in concrete columns

ACI Structural Journal, 100(1), 75–85.

The limitations and performances of different displacement based design methods

JOURNAL OF EARTHQUAKE ENGINEERING, Vol. 7, pp. 201–241.

A displacement-based approach for the seismic design of continuous concrete bridges

EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 31(3), 719–747.

In-plane testing of damaged masonry wall repaired with FRP

Advanced Composites Letters, 11(6), 277–283.

RC structural walls designed according to UBC and displacement-based methods

Journal of Structural Engineering (New York, N.Y.), 127(5), 506–516.

Deformation limit states for circular reinforced concrete bridge columns

Journal of Structural Engineering (New York, N.Y.), 126(8), 869–878.

Direct displacement-based seismic design of concrete buildings

Bulletin of the New Zealand National Society for Earthquake Engineering, 33(4), 421–444.

Dynamic behavior of lightweight concrete bridges

ACI Structural Journal, 97(4), 602–618.

Improved analytical model for shear strength of circular reinforced concrete columns in seismic regions

ACI Structural Journal, 97(3), 388–396.

Shear and flexural behavior of lightweight concrete bridge columns in seismic regions

ACI Structural Journal, 96(1), 136–148.

Aspects of drift and ductility capacity of rectangular cantilever structural walls

Bulletin of the New Zealand National Society for Earthquake Engineering, 31(2), 73–85.

DISPLACEMENT-BASED DESIGN OF RC BRIDGE COLUMNS IN SEISMIC REGIONS

EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 24(12), 1623–1643.