Course Name |
PDH |
Date |
Author/Speaker |
Type |
Accurate Direct Strength Method (DSM) Prediction of Column Flexural-Torsional Failure Loads |
0 |
Apr-19 |
Pedro B. Dinis, Dinar Camotim and Andre D. Martins; Universidade de Lisboa; Lisbon, Portugal; Alexandre Landesmann; Federal University of Rio de Janeiro; Rio de Janeiro, Brazil |
SSRC |
Analytical and Numerical Buckling Analysis of Rectangular Functionally-Graded Plates under Uniaxial Compression |
0 |
Apr-19 |
Elias Y. Ali and Yared S. Bayleyegn; Drexel University; Philadelphia, PA |
SSRC |
Application of Inelastic Buckling Analysis for Design Assessment of Frames Using Nonprismatic I-Section Members |
0 |
Apr-19 |
Oguzhan Togay, Ryan Slein and Donald W. White; Georgia Institute of Technology; Atlanta, GA |
SSRC |
Distortional buckling behavior and design consideration of castellated beams considering residual stresses |
0 |
Apr-19 |
Xuhong Zhou, Ziqi He and Peng Chen; Chongqing University; Chongqing, China; Jingchao Li; Hunan University; Changsha, China; Zhanjie Li; SUNY Polytechnic Institute; Utica, NY |
SSRC |
Local Buckling of I-Shape Members Bent About Their Weak Axis |
0 |
Apr-19 |
Anjan K. Bhowmick; Concordia University; Quebec, Canada; Gilbert Grondin; AECOM Canada Ltd; Edmonton, Canada |
SSRC |
Local Buckling of RHS Members with Small-to-Large Corner Radii Subject to Combinations of Axial Force and Biaxial Bending |
0 |
Apr-19 |
Luís Vieira and Dinar Camotim; Universidade de Lisboa; Lisbon, Portugal; Rodrigo Goncalves; Universidade NOVA de Lisboa; Lisbon, Portugal |
SSRC |
Modal Buckling Analysis of Trapezoidal Sheeting |
0 |
Apr-19 |
Sandor Adany and Qadier Tayseer Aldalaien; Budapest University of Technology and Economics; Budapest, Hungary |
SSRC |
On the Buckling Behavior of Thin-Walled Steel Tubes Subjected to Combinations of Axial Compression and External Lateral Pressure |
0 |
Apr-19 |
Cilmar Basaglia; University of Campinas; Campinas, Brazil; Dinar Camotim and Nuno Silvestre; Universidade de Lisboa; Lisbon, Portugal |
SSRC |
On the Influence of Load Width on Web Compression Buckling Strength |
0 |
Apr-19 |
Kadir Sener, Jacob White and Amit H. Varma; Purdue University; West Lafayette, IN |
SSRC |
Stiffness Matrix for Buckling Analysis of Tapered Steel Members |
0 |
Apr-19 |
Emad S. Salem; Al-Azhar University; Cairo, Egypt |
SSRC |
The Role of Local Buckling in the Determination of H.S.S. Rotational Capacity |
0 |
Apr-19 |
Elsy Saloumi and Marielle Hayeck; PhD; Joanna Nseir; Saint-Joseph University; Beirut, Lebanon; Nicolas Boissonnade; Laval University; Quebec, Canada |
SSRC |
Time-Dependent Buckling of Steel Plates Exposed to Fire |
0 |
Apr-19 |
Mohammed A. Morovat, Michael D. Engelhardt and Todd A. Helwig; University of Texas at Austin; Austin, Texas |
SSRC |
Topology Optimization of Steel Shear Fuses to Resist Buckling |
0 |
Apr-19 |
Javier A. Avecillas and Matthew R. Eatherton; Virginia Tech; Blacksburg, VA |
SSRC |
A Reappraisal of the Reliability of Local Buckling Rules Based on the Winter Curve |
0 |
Apr-18 |
Nicole Schillo; Ingenieurgruppe Bauen; Karlsruhe, Germany; Andreas Taras; Bundeswehr University Munich; Neubiberg, Germany |
SSRC |
Creep Buckling of Steel Beam-Columns Subjected to Fire |
0 |
Apr-18 |
Mohammed A. Morovat, Michael D. Engelhardt, Todd A. Helwig; University of Texas at Austin; Austin, TX |
SSRC |
Determination of the Buckling Critical Load for Composite Concrete-Filled Steel Tube Columns from Partial Experimental Data: A Review of the Southwell Plot Technique |
0 |
Apr-18 |
Tiziano Perea; Universidad Autónoma Metropolitana; Mexico; Roberto T. Leon; Virginia Tech; Blacksburg, VA; Mark D. Denavit; University of Tennessee; Knoxville, TN; Jerome F. Hajjar; Northeastern University; Boston, MA |
SSRC |
Flange Buckling Behavior of Trapezoidally Corrugated Web Girders Subjected to Bending and Shear Interaction |
0 |
Apr-18 |
Bence Jáger and László Dunai; Budapest University of Technology and Economics; Hungary |
SSRC |
Horizontal Curvature Impacts on Steel Plate Girder Shear Buckling |
0 |
Apr-18 |
Bernard A. Frankl; HDR; Atlanta, GA; Daniel G. Linzell; The University of Nebraska-Lincoln; Lincoln, NE |
SSRC |
Local Buckling Limit States in Rod-Braced Metal Building Frames |
0 |
Apr-18 |
Hamid Foroughi, Chengda Ji, Benjamin W. Schafer, and Christopher D. Moen; Johns Hopkins University, Baltimore, MD |
SSRC |
Predicting the Buckling Strength of Spirally Welded Tapered Tubes Under Flexural Bending Using Reference Resistance Design |
0 |
Apr-18 |
Abdullah Mahmoud, Shahabeddin Torabian, and Benjamin W. Schafer; Johns Hopkins University; Baltimore, MD; Angelina Jay, Fariborz Mirzaie, and Andrew T. Myers; Northeastern University; Boston, MA; Eric Smith; Keystone Tower Systems; Broomfield, CO |
SSRC |
Toward the Recognition of Unaccounted for Flange Local Buckling and Tension Flange Yielding Resistances in the ANSI/AISC 360 Specification |
0 |
Apr-18 |
Oguzhan Togay and Donald W. White; Georgia Institute of Technology; Atlanta, GA |
SSRC |
Buckling and Collapse Behavior of Screw-Fastened, Built-Up Cold-Formed Steel Columns of Varying Cross-Section Size Experimental Investigation |
0 |
Mar-17 |
David C. Fratamico and Benjamin W. Schafer, Johns Hopkins University, Baltimore, MD; Kim J.R. Rasmussen, University of Sydney, Sydney, NSW, Australia |
SSRC |
Comprehensive Stability Design of Steel Members and Systems via Inelastic Buckling Analysis – Beam-Column Validation Studies |
0 |
Mar-17 |
Oğuzhan Toğay and Donald W. White, Georgia Institute of Technology, Atlanta, GA |
SSRC |
Computational Assessment of the Residual Stresses of a Wind Turbine Tower Steel Shell and their Effect on its Buckling Capacity |
0 |
Mar-17 |
Simos Gerasimidis, University of Massachusetts, Amherst, MA |
SSRC |
CUFSM Elastic Buckling Analysis Software Module for Quantifying Hole Effects in Thin-Walled Structural Members |
0 |
Mar-17 |
Junle Cai Virginia Polytechnic Institute and State University, Blacksburg, VA; Benjamin W. Schafer, Johns Hopkins University, Baltimore, MD, Cristopher D. Moen, NBM Technologies, Inc., Baltimore, MD |
SSRC |
Effect of Boundary Conditions on the Creep Buckling of Steel Columns in Fire |
0 |
Mar-17 |
Mohammed A. Morovat, Michael D. Engelhardt and Todd A. Helwig, University of Texas at Austin, Austin, TX |
SSRC |
Flexural-Torsional Buckling of General Cold-Formed Steel Columns with Unequal Unbraced Lengths |
0 |
Mar-17 |
Robert S. Glauz, RSG Software, Inc., Lee's Summit, MO |
SSRC |
Global Lateral - Torsional Buckling of I-Girder Systems in Cantilever |
0 |
Mar-17 |
Andres F. Robalino, ADSTREN, Quito, Ecuador; Telmo Andres Sanchez, Universidad San Francisco de Quito, Quito, Ecuador |
SSRC |
Nonlinear Behavior of Global Lateral Buckling of I-Girder Systems |
0 |
Mar-17 |
Liwei Han and Todd A. Helwig, University of Texas at Austin, Austin, TX |
SSRC |
Using Longitudinal Stiffeners to Mitigate Buckling of Noncompact and Slender Beam Webs in Ductile Moment Frame Connections |
0 |
Mar-17 |
Matthew R. Eatherton, Yujia Chen and Thomas M. Murray, Virginia Polytechnic Institute and State University, Blacksburg, VA; Karim Laknejadi, Iran University of Science and Technology, Tehran, Iran |
SSRC |
An Introspective Assessment of Buckling and Second-Order Load Deflection Analysis Based Design Calculations |
0 |
Apr-16 |
Woo Yong Jeong, Oguzhan Togay, Ajinkya M. Lokhande and Donald W. White, Georgia Institute of Technology, Atlanta, GA |
SSRC |
Buckling and Design of Columns with Intermediate Elastic Torsional Restraint |
0 |
Apr-16 |
Hannah B. Blum and Kim J.R. Rasmussen, University of Sydney, Sydney, Australia |
SSRC |
Buckling of FRP Long Tubes Lined with Steel Pipe under External Pressure |
0 |
Apr-16 |
Hayder A. Rasheed, Kansas State University, Manhattan, KS |
SSRC |
Effect of Girder Continuity and Imperfections on System Buckling of Narrow I-Girder Systems |
0 |
Apr-16 |
Liwei Han and Todd A. Helwig, University of Texas at Austin, Austin, TX |
SSRC |
Elastic Buckling Mode Decomposition of Displacement, Strain Energy and Stress Components for Thin-Walled Structural Members |
0 |
Apr-16 |
Junle Cai and Cristopher D. Moen, Virginia Polytechnic Institute and State University, Blacksburg, VA |
SSRC |
Experimental Examination of Creep Buckling of Steel Columns in Fire |
0 |
Apr-16 |
Mohammed A. Morovat, Michael D. Engelhardt, Todd A. Helwig and Eric M. Taleff, University of Texas at Austin, Austin, TX |
SSRC |
Finite Element Simulation of Buckling of Extended Beam-to-Girder Shear Tab Connections under Gravity Induced Shear Force |
0 |
Apr-16 |
Mohammed Motallebi, Dimitrios G. Lignos and Colin A. Rogers, McGill University, Montreal, QC, Canada |
SSRC |
Full Field Cold-Formed Steel Column Buckling Measurements with High Resolution Image-Based Reconstruction |
0 |
Apr-16 |
Abraham Lama Salomon and Christopher D. Moen, Virginia Polytechnic Institute and State University, Blacksburg, VA; Dave Fratamico and Benjamin W. Schafer, John Hopkins University, Baltimore, MD |
SSRC |
Full field cold-formed steel column buckling measurements with high resolution image-based reconstruction |
0 |
Apr-16 |
A. Lama Salomon and C.D. Moen; Virginia Tech; Blacksburg, VA; D. Fratamico and B.W. Schafer; Johns Hopkins University; Baltimore, MD To enable screen reader support, press Ctrl+Alt+Z To learn about keyboard shortcuts, press Ctrl+slash |
SSRC |
GBT-Based Buckling Analysis of Circular Cylindrical Steel Shells under Uniform External Pressure |
0 |
Apr-16 |
Climar Basaglia and Leandro Palermo Jr., University of Campinas, Campinas, Brazil; Dinar Camotim and Nuno Silvestre, Technical University of Lisbon, Lisbon, Portugal |
SSRC |
GBT-Based Buckling Analysis of Thin-Walled Steel Frames with Semi-Rigid Joints |
0 |
Apr-16 |
Enio Mesacasa Jr. and Maximiliano Malite, University of Sao Paulo, Brazil; Cilmar Basaglia, University of Campinas, Brazil; Dinar Camotim, Technical University of Lisbon, Lisbon, Portugal |
SSRC |
Influence of Imperfections on the Local Buckling Response of Hollow Structural Shapes |
0 |
Apr-16 |
Joanna Nseir, Marielle Hayeck, Elsy Saloumi and Nicolas Boissonnade, University of Applied Sciences of Western Switzerland- Firbourg, Firbourg, Switzerland |
SSRC |
Quantitative Determination of Elastic Buckling Modes for Cold-Formed Steel Members |
0 |
Apr-16 |
Robert S. Glauz, RSG Software, Inc., Lee's Summit, MO |
SSRC |
Revisiting Web Compression Buckling for Wide Flange Sections |
0 |
Apr-16 |
Fatmir Menkulasi and Nahid Farzana; Louisana Tech University, Ruston, LA; Christopher D. Moen and Matthew R. Eatherton, Virginia Polytechnic Institute and State University, Blacksburg, VA |
SSRC |
Strong-Axis Flexural Buckling of Cellular and Castellated Members |
0 |
Apr-16 |
Delphine Sonck and Jan Belis, Ghent University, Ghent, Belgium |
SSRC |
The Effect of Geometric Imperfections on the Flexural Buckling Strength of Tapered Spirally Welded Steel Tubes |
0 |
Apr-16 |
Angelina Jay, Fariborz Mirzaie and Andrew Myers, Northeastern University, Boston, MA; Shahabeddin Torabian, Abdullah Mahmoud and Benjamin W. Schafer, John Hopkins University, Baltimore, MD; Eric Smith, Keystone Tower Systems, Westminster, CO |
SSRC |