R. Klingner

发表

Seismic Design Factors for Steel Moment Frames with Masonry Infills: Part 1

S. S. Ravichandran, R. Klingner, 2012 .

Nondestructive Testing of Prestressed Bridge Girders with Distributed Damage

Richard E. Klingner, B Tinkey, T J Fowler, 2002 .

BEHAVIOR OF TENSILE ANCHORS IN CONCRETE : STATISTICAL ANALYSIS AND DESIGN RECOMMENDATIONS

R. Klingner, M. Shirvani, H. Graves, 2008 .

Control of cracking in precast, prestressed concrete panels for bridge decks

O. Bayrak, J. Jirsa, R. Klingner, 2014 .

Breakout Capacity of Anchors in Concrete-Part 2: Shear

H. L. Graves, Richard E. Klingner, Hakki Muratli, 2004 .

Mitigation Techniques for In-Service Structures with Premature Concrete Deterioration: Synthesis Report

Michael E. Kreger, Amy E. Eskridge, Jeremy T Klahorst, 2005 .

Behavior of post-installed shear connectors under static and fatigue loading

Michael D. Engelhardt, Richard E. Klingner, Gunup Kwon, 2010 .

Seismic Design Factors for Steel Moment Frames with Masonry Infills: Part 2

Shiv Shanker Ravichandran, Richard E. Klingner, S. S. Ravichandran, 2012 .

Development of Seismic Force Reduction and Displacement Amplification Factors for Autoclaved Aerated Concrete Structures

Richard E. Klingner, Jorge L. Varela, Jennifer E. Tanner, 2006 .

Structural Modeling and Experimental Techniques

Richard N. White, Richard E. Klingner, Harry G. Harris, 1999 .

ANCHORAGE BEHAVIOR OF HEADED REINFORCEMENT: LITERATURE REVIEW

John E. Breen, Richard E. Klingner, M K Thompson, 2002 .

ANCHORAGE BEHAVIOR OF HEADED REINFORCEMENT - PART A: LAP SPLICES PART B: DESIGN PROVISIONS AND SUMMARY

John E. Breen, Richard E. Klingner, M K Thompson, 2003 .

Anchorage of Headed Reinforcement in CCT Nodes

John E. Breen, Richard E. Klingner, M K Thompson, 2003 .

Earthquake Resistance of Infilled Frames

Vitelmo V. Bertero, Richard E. Klingner, V. Bertero, 1978 .

Parametric Studies and Preliminary Design Recommendations on the Use of Postinstalled Shear Connectors for Strengthening Noncomposite Steel Bridges

Michael D. Engelhardt, Richard E. Klingner, Gunup Kwon, 2012 .

Bridge Deck Reinforcement and PCP Cracking: Final Report

Stephen J. Foster, Oguzhan Bayrak, Richard E. Klingner, 2013 .

Experimental Behavior of Bridge Beams Retrofitted with Postinstalled Shear Connectors

Michael D. Engelhardt, Richard E. Klingner, Gunup Kwon, 2011 .

Autoclaved aerated concrete

R. Klingner, F. Fouad, C. Fudge, 2019, Developments in the Formulation and Reinforcement of Concrete.

Breakout Capacity of Anchors in ConcretePart 1: Tension

H. L. Graves, Richard E. Klingner, Mansour Shirvani, 2004 .

Displacement-Based Seismic Design for Reinforced Masonry Shear-Wall Structures, Part 2: Validation with Shake-Table Tests

David I. McLean, Richard E. Klingner, Benson Shing, 2015 .

Evaluating the Performance of Post-Installed Mechanical Anchors in Concrete Reported by ACI Committee 355 ACI 355 . 201

Francis A. Oluokun, Harry B. Lancelot, Robert R. McGlohn, 2002 .

LATERAL LOAD RESPONSE OF STRENGTHENED AND REPAIRED REINFORCED CONCRETE COLUMNS

James O. Jirsa, Richard E. Klingner, J. Jirsa, 1988 .

Seismic Testing of Autoclaved Aerated Concrete Shearwalls: A Comprehensive Review

Richard E. Klingner, Jorge L. Varela, Jennifer E. Tanner, 2005 .

Design and Seismic Testing of Two-Story, Full-Scale Autoclaved Aerated Concrete Assemblage Specimen

Richard E. Klingner, Jennifer E. Tanner, Jorge L. Varela, 2005 .

A Case Study of Bridge Strengthening through the Use of Post-Installed Shear Connectors

Michael D. Engelhardt, Richard E. Klingner, Gunup Kwon, 2010 .

Effect of Reinforcing Details on the Shear Resistance ofAnchor Bolts Under Reversed Cyclic Loading

R. E. Klingner, R. Klingner, J. A. Mendonca, 1982 .

Effect of Tuned-Mass Dampers on Seismic Response

Richard E. Klingner, John R. Sladek, R. Klingner, 1983 .

SEISMIC RESPONSE OF MULTIPLE-ANCHOR CONNECTIONS TO CONCRETE

H. L. Graves, Richard E. Klingner, Yong-gang Zhang, 2001 .

Static Behavior of Anchors under Combinations of Tension and Shear Loading

H. L. Graves, Richard E. Klingner, Dieter Lotze, 2001 .

Design of Retrofit Vehicular Barriers Using Mechanical Anchors

Eric B. Williamson, Richard E. Klingner, G. Mitchell, 2006 .

FATIGUE LOADING OF CANTILEVER SIGN STRUCTURES FROM TRUCK WIND GUSTS

Karl H. Frank, Richard E. Klingner, B M Creamer, 1979 .

Shake-Table Tests of a Full-Scale Two-Story Shear-Dominated Reinforced Masonry Wall Structure

Andreas Stavridis, Richard E. Klingner, P. B. Shing, 2016 .

Shake-Table Tests of a Full-Scale Three-Story Reinforced Masonry Shear Wall Structure

Andreas Stavridis, Richard E. Klingner, P. B. Shing, 2016 .

Seismic Evaluation of Low-Rise Reinforced Masonry Buildings with Flexible Diaphragms: I. Seismic and Quasi-Static Testing

John R. Hayes, Richard E. Klingner, Steven C. Sweeney, 2004 .

Mitigation Techniques for Structures with Premature Concrete Deterioration due to ASR/DEF

Amy E. Eskridge, Jeremy T Klahorst, M. Kreger, 2009 .

Masonry versus Reinforced Concrete Shear Walls - Should They Be Designed Differently?

P. Shing, D. Mclean, R. Klingner, 2012 .

Numerical techniques for predicting brittle failure of reinforced concrete planar structures

Richard E. Klingner, Hong-gun Park, D. L. Wheat, 1995 .

DISTRIBUTION OF GIRDER LOADS IN A COMPOSITE HIGHWAY BRIDGE. INTERIM REPORT

Richard E. Klingner, N H Burns, C W Elling, 1985 .

Punching-Shear Behavior of Bridge Decks underFatigue Loading

Ned H. Burns, Richard E. Klingner, J. H. Whitt, 2002 .

Nonlinear Analysis of RC Members Using Plasticity with Multiple Failure Criteria

R. E. Klingner, Hong-gun Park, Hong-Gun Park, 1997 .

ANCHORAGE BEHAVIOR OF HEADED REINFORCEMENT: LITERATURE REVIEW

J. Jirsa, J. Breen, R. Klingner, 2002 .