| Course Name |
PDH |
Date |
Author/Speaker |
Type |
| A Stability Journey - Diaphragms, Cold-formed Steel and the SSRC |
0 |
Apr-19 |
W. Samuel Easterling; Virgina Tech; Blacksburg, VA |
SSRC |
| Capturing Cold-Formed Steel Shear Wall Behavior Through Nonlinear Fastener-Based Modeling |
0 |
Apr-19 |
Fani Derveni, Simos Gerasimidis and Kara D. Peterman; University of Massachusetts, Amherst; Amherst, MA |
SSRC |
| Compression Capacity of Short Cold-Formed Steel Built-Up Columns with Double-Lacing Configuration and Low Sectional Compactness |
0 |
Apr-19 |
M. Adil Dar, Dipti Ranjan Sahoo and Arvind K. Jain; Indian Institute of Technology Delhi; New Delhi, India |
SSRC |
| Experimental and Numerical Investigation of Local Stability of Flexural Cold Formed High Strength Steel Hollow Section Profiles |
0 |
Apr-19 |
Ieva Misiunaite, Ronaldas Jakubovskis, Aleksandr Sokolov, Arvydas Rimkus and Viktor Gribniak; Vilnius Gediminas Technical University; Vilnius, Lithuania |
SSRC |
| Investigation on the Effect of Warping on the Stability Behaviour of Cold Formed Steel Beam-Columns |
0 |
Apr-19 |
Sevugan J. Rajkannu and Arul S. Jayachandran; Indian Institute of Technology; Madras, India |
SSRC |
| Simulation of Steel Sheet Sheathed Cold-Formed Steel Framed Shear Walls |
0 |
Apr-19 |
Zhidong Zhang and B.W. Schafer; Johns Hopkins University; Baltimore, MD |
SSRC |
| Spherically-Hinged Cold-Formed Steel Equal-Leg Angle Columns: Experimental Investigation and DSM Design |
0 |
Apr-19 |
Kathleen Guimaraes Santana and Alexandre Landesmann; Universidade Federal do Rio de Janeiro; Rio de Janeiro, Brazil; Dinar Camotim and Pedro Borges Dinis; Universidade de Lisboa; Lisbon, Portugal |
SSRC |
| Stability evaluation of cold Formed Steel Pallet Racks under Seismic Condition- A Numerical and Shake Table Study |
0 |
Apr-19 |
Arul Jayachandran S.; Indian Institute of Technology; Madras, India |
SSRC |
| Stability of Apex Connections in Cold-Formed Steel Portal Frames |
0 |
Apr-19 |
Hannah B. Blum; University of Wisconsin-Madison; Madison, WI; Zhanjie Li; SUNY Polytechnic Institute; Utica, NY |
SSRC |
| The Impact of Bearing Conditions on the Stability Behavior of Cold-Formed Steel Stud Assemblies |
0 |
Apr-19 |
Abbas Joorabchian and Kara D. Peterman; University of Massachusettes Amherst; Amherst, MA; Zhanjie Li; The SUNY Polytechnic Institute; Utica, NY |
SSRC |
| Application of the Direct Strength Method to Functionally-Graded-Material-Sheathed Cold-Formed Steel Beam Channel Members under Non-Uniform Elevated Temperature |
0 |
Apr-18 |
Elias Y. Ali and Yared Shifferaw; Drexel University; Philadelphia, PA |
SSRC |
| Direct Strength Approach to Predict the Flexural Strength of Cold-Formed Z-Section Purlins on Sloped Roofs |
0 |
Apr-18 |
Ali Parva and Michael W Seek; Old Dominion University; Norfolk, VA |
SSRC |
| Direct Strength Prediction of Cold-Formed Z-Section Purlins with Support Torsion Braces Combined with Span Lateral Braces |
0 |
Apr-18 |
Michael W. Seek and Ali Parva; Old Dominion University; Norfolk, VA |
SSRC |
| Geometric Imperfections in Shell Finite Element Models of CFS Members - A Review of Current State of Practice |
0 |
Apr-18 |
Shafee Farzanian, Arghavan Louhghalam, and Mazdak Tootkaboni; University of Massachusetts Dartmouth; Dartmouth, MA; Benjamin W. Schafer; Johns Hopkins University; Baltimore, MD |
SSRC |
| Seismic Performance Evaluation of Cold-Formed Steel Framed Shear Walls using In-Frame Corrugated Steel Sheets |
0 |
Apr-18 |
Xing Lan; Mako Steel Inc.; Carlsbad, CA; Wenying Zhang; Tongji University; Shanghai, China; Mahsa Mahdavian; Verco Decking Inc.; Sacramento, CA; Cheng Yu; University of North Texas; Denton. TX |
SSRC |
| Stability of Wall-Diaphragm Connections in Cold-Formed Steel Framed Buildings |
0 |
Apr-18 |
Hernan Castaneda and Kara D. Peterman; University of Massachusetts Amherst, Amherst, MA; Deniz Ayhan and Benjamin W. Schafer; Johns Hopkins University; Baltimore, MD |
SSRC |
| Using Photogrammetry-Based Imperfection Measurement Tools to Determine the Impact of Corner Radii Imperfection on Cold-Formed Steel Member Strength |
0 |
Apr-18 |
Abbas Joorabchian and Kara D. Peterman; University of Massachusetts Amherst; Amherst, MA |
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 |
| Characterization of Cold-Formed Steel Member Dimensions and Geometric Imperfections Based on 3D Laser Scanning |
0 |
Mar-17 |
Xi Zhao and Benjamin W. Schafer, Johns Hopkins University, Baltimore, MD |
SSRC |
| Cold-Formed Steel Beam-Columns Experimental Program, Numerical Analyses, Design Code Development, and Design Tools |
0 |
Mar-17 |
Shahabeddin Torabian and Benjamin W. Schafer, Johns Hopkins University, Baltimore, MD |
SSRC |
| DSM Design of Cold-Formed Steel Columns Failing in Distortional Modes at Elevated Temperatures |
0 |
Mar-17 |
Alexandre Landesmann and Fernanda Cristina Moreira da Silva, Federal University of Rio de Janeiro, Brazil; Dinar Camotim, University of Lisbon, Lisbon, Portugal |
SSRC |
| Experimental Study on System Reliability of Cold-Formed Steel Roof Trusses |
0 |
Mar-17 |
Adam M. Johnson and Cheng Yu, University of North Texas, Denton, TX; Brooks Smith and Cristopher D. Moen, NBM Technologies, Inc., Baltimore, MD |
SSRC |
| Finite Element Analysis on Shear Strength of Cold-Formed Steel Shear Walls Using Corrugated Sheet Sheathing |
0 |
Mar-17 |
Wenying Zhang and Yuanqi Li, Tongji University, Shanghai, China; Mahsa Mahdavian and Cheng Yu, University of North Texas, Denton, 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 |
| Numerical Study on the Behavior and Design of Screw Connected Built-up CFS Chord Studs |
0 |
Mar-17 |
Smail Kechidi and Nouredine Bourahla, University of Blida 1, Blida, Algeria; David C. Fratamico and Benjamin W. Schafer, Johns Hopkins University, Baltimore, MD; José Miguel Castro, University of Porto, Porto, Portugal |
SSRC |
| On the Distortional-Global Interaction in Cold-Formed Steel Columns Relevance, Post-Buckling Behavior, Strength and DSM Design |
0 |
Mar-17 |
André Dias Martins, Dinar Camotim and Pedro B. Dinis, University of Lisbon, Lisbon, Portugal |
SSRC |
| Simulation of Conventional Cold-Formed Steel Sections Formed from Advanced High Strength Steel (AHSS) |
0 |
Mar-17 |
Hamid Foroughi and Benjamin W. Schafer, Johns Hopkins University, Baltimore, MD |
SSRC |
| Stability and Moment-Rotation Behavior of Cold-Formed Steel Purlins with Sleeved Bolted Connection |
0 |
Mar-17 |
Fernando H. Gilio and Maxiliano Malite, University of São Paulo, São Paulo, Brazil; Luiz C. M. Vieira, Jr., University of Campinas, São Paulo, Brazi |
SSRC |
| Beedle Presentation: Cold-Formed Steel - Research to Practice |
0 |
Apr-16 |
Roger A. LaBoube, Missouri University of Science & Technology, Rolla, MO |
SSRC |
| Cold-Formed Steel – Research to Practice |
0 |
Apr-16 |
Roger A. LaBoube; Missouri University of Science and Technology; Rolla, MO |
SSRC |
| Cyclic Simulation of Cold-Formed Steel Shear Walls with Corrugated Steel Sheathing |
0 |
Apr-16 |
Mahsa Mahdavian and Cheng Yu; University of North Texas; Denton, TX; Wenying Zhang; Tongji University; Shanghai, China; Chu Ding and Cris Moen; Virginia Tech; Blacksburg, VA |
SSRC |
| Discrete Bracing Displacement Compatibility Solutions for Cold-Formed C- and Z- Sections in Flexure in Torsion |
0 |
Apr-16 |
Michael W. Seek, Old Dominion University, Norfolk, VA |
SSRC |
| Distortional Failure of Cold-Formed Steel Beams under Uniform Bending: Behavior, Strength and DSM Design |
0 |
Apr-16 |
Andre Dias Martins, Dinar Camotim and Pedro B. Dinis, Technical University of Lisbon, Lisbon, Portugal; Alexandre Landesmann, Federal University of Rio de Janeiro, Brazil |
SSRC |
| Experimental Studies on the Composite Action in Wood-Sheathed and Screw-Fastened Built-Up Cold-Formed Steel Columns |
0 |
Apr-16 |
David C. Fratamico, Shahabeddin Torabian and Benjamin W. Schafer, John Hopkins University, Baltimore, MD; Kim J. R. Rasmussen, University of Sydney, Sydney, Australia |
SSRC |
| Experimental Studies on the Composite Action in Wood-Sheathed and Screw-Fastened Built-Up Cold-Formed Steel Columns |
0 |
Apr-16 |
David C. Fratamico, Shahabeddin Torabian, and Benjamin W. Schafer; Johns Hopkins University; Baltimore, MD; Kim J. R. Rasmussen; University of Sydney; Sydney, Australia |
SSRC |
| Finite Element Modeling Protocols and Parametric Analyses on for Short Cold-Formed Steel Zee-Section Beam Columns |
0 |
Apr-16 |
Shahabeddin Torabian and Benjamin W. Schafer, John Hopkins University, Baltimore, MD; Hamed Amouzegar and Mazdak Tootkaboni, University of Massachusetts, Dartmouth, MA |
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 |
| Impact of Fabrication Tolerances on Cold-Formed Steel Section Properties, Stability, and Strength |
0 |
Apr-16 |
Astrid Winther Fischer, Technical University of Denmark, Lyngby, Denmark; Benjamin W. Schafer, John Hopkins University, Baltimore, MD |
SSRC |
| Local-Distortional-Global Interaction in Cold-Formed Steel Lipped Channel Columns: Behavior, Strength and DSM Design |
0 |
Apr-16 |
Pedro B. Dinis and Dinar Camotim, Technical University of Lisbon, Lisbon, Portugal; Ben Young, The University of Hong Kong, Hong Kong, China |
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 |
| Short-to-Intermediate Slender Pin-Ended Cold-Formed Steel Equal-Leg Angle Columns: Experimental Investigation and DSM Design |
0 |
Apr-16 |
Alexandre Landesmann and Renato Cruz, Federal University of Rio de Janeiro, Brazil; Dinar Camotim and Pedro B. Dinis, Technical University of Lisbon, Lisbon, Portugal |
SSRC |
| Stability of Perforated Cold-Formed Steel Beam Columns |
0 |
Apr-16 |
Yared Shifferaw and Trevor Rabare, Drexel University, Philadelphia, PA |
SSRC |
| Stiffness, Stability, and Strength of Floor-to-Wall Connections in Ledger-Framed Cold-Formed Steel Construction |
0 |
Apr-16 |
Deniz Ayhan and Benjamin W. Schafer, John Hopkins University, Baltimore, MD |
SSRC |
