Course Name |
PDH |
Date |
Author/Speaker |
Type |
AISC Research: Seismic Evaluation and Retrofit of Concentrically Braced Frames [H3] |
1.5 |
Apr-19 |
Charles Roeder, PhD ; Dawn Lehman, PhD |
NASCC |
To 3 or Not to 3 [M11] |
1.5 |
Apr-19 |
Patrick Fortney, PhD, PE, SE, PEng and John Hooper, PE, SE |
NASCC |
Seismic Design in Steel -- Concepts and Examples (Part 1): Introduction to Effective Seismic Design (R1) |
1.5 |
Feb-18 |
Rafael Sabelli, SE |
Webinar |
Seismic Design in Steel -- Concepts and Examples (Part 2): Moment Frames (R2) |
1.5 |
Feb-18 |
Rafael Sabelli, SE |
Webinar |
Seismic Design in Steel -- Concepts and Examples (Part 3): Braced Frames (R3) |
1.5 |
Mar-18 |
Rafael Sabelli, SE |
Webinar |
Seismic Design in Steel -- Concepts and Examples (Part 4): Buildings (R4) |
1.5 |
Mar-18 |
Rafael Sabelli, SE |
Webinar |
Seismic Design in Steel -- Concepts and Examples (Part 5): Design Example Setup (L1) |
1.5 |
Sep-18 |
Rafael Sabelli, SE |
Webinar |
Seismic Design in Steel -- Concepts and Examples (Part 6): Building Analysis and Diaphragm Design (L2) |
1.5 |
Sep-18 |
Rafael Sabelli, SE |
Webinar |
Seismic Design in Steel -- Concepts and Examples (Part 7): Design of the Moment Frames (L3) |
1.5 |
Sep-18 |
Rafael Sabelli, SE |
Webinar |
Seismic Design in Steel -- Concepts and Examples (Part 8): Design of the Braced Frames (L4) |
1.5 |
Oct-18 |
Rafael Sabelli, SE |
Webinar |
Drawing and Specification Requirements for Seismic Design |
1.5 |
Jul-16 |
Larry Muir, PE, and Tom Sabol, PhD, SE |
Webinar |
Let's Talk Seismic - In Language We Can All Understand [M2] |
1 |
Apr-19 |
Brent Maxfield |
NASCC |
AISC Research: Understanding and Improving the Seismic Performance of Chevron Configured Special Concentrically Braced Frames [U5] |
0 |
Apr-20 |
Charles Roeder; Dawn Lehman |
NASCC |
Economic Design of SMF Connection Continuity Plate Welds [O13] |
0 |
Apr-20 |
Kevin Moore; Adel Mashayekh |
NASCC |
Alternative Seismic Systems [M8] |
0 |
Apr-19 |
Patrick McManus ; Jim Harris |
NASCC |
Design of Fixed-Base Hollow Structural Section Columns Subjected to Large Seismic Drift |
0 |
Apr-19 |
Hye-eun Kong and Matthew R. Eatherton; Virginia Polytechnic Institute and State University; Blacksburg, VA; Benjamin W. Schafer; Johns Hopkins University; Baltimore, MD |
SSRC |
Design of Multi-tiered Braced Frames [M5] |
0 |
Apr-19 |
John Rolfes, SE, PE |
NASCC |
Healthcare Design in High Seismic Areas: Old and New [M4] |
0 |
Apr-19 |
Jay Love, SE ; Daniel Zepeda, SE |
NASCC |
Introduction to Seismic Analysis of Coupled Composite Plate Shear Walls -- Concrete-Filled (CC-PSW/CF) |
0 |
Apr-19 |
Morgan R. Broberg, Soheil Shafaei, Jungil Seo, Amit H. Varma and Shubham Agrawal; Purdue University; West Lafayette, IN |
SSRC |
Post-Earthquake Reconstruction of Christchurch: Steel City New Zealand [M1] |
0 |
Apr-19 |
Michel Bruneau, PEng, PhD, F.CAE, F.ASCE |
NASCC |
Seismic Behavior and Design of Steel Diaphragms [M12] |
0 |
Apr-19 |
Jerome Hajjar, PE, PhD ; W. Samuel Easterling ; Matthew R. Eatherton ; Benjamin W. Schafer |
NASCC |
Seismic Design for Non-West Coast Engineers, Pt 1 [M6] |
0 |
Apr-19 |
Michael D. Engelhardt, PE, PhD |
NASCC |
Seismic Design for Non-West Coast Engineers, Pt 2 [M7] |
0 |
Apr-19 |
Michael D. Engelhardt, PE, PhD |
NASCC |
Seismic Performance and Impact of Geometric Nonlinearity on 3D Steel Braced Frame Building Models |
0 |
Apr-19 |
Hamid Foroughi, Shahabeddin Torabian and Benjamin W. Shafer; Johns Hopkins University; Baltimore, MD; Gengrui Wei and Matthew R. Eatherton; Virignia Tech; Blacksburg, VA |
SSRC |
Seismic Performance of Corrugated Double-Skin Composite Shear Walls with Different Aspect Ratios |
0 |
Apr-19 |
Qiuhong Zhao and Yikang Li; Tianjin University; Tianjin, China; Ying Tian; University of Nevada; Las Vegas, NV |
SSRC |
Seismic Risk Assessment of Buckling Restrained Braces -- Including Evaluation of Brace Residual Capacity and Building Performance - Part 1 [M9] |
0 |
Apr-19 |
Zac Vidmar ; Chia-Ming Uang ; Curt Haselton |
NASCC |
Seismic Risk Assessment of Buckling Restrained Braces -- Including Evaluation of Brace Residual Capacity and Building Performance - Part 2 [M10] |
0 |
Apr-19 |
Zac Vidmar ; Chia-Ming Uang ; Curt Haselton |
NASCC |
Seismic Stability of Special Concentrically Braced Frames in a Moderate Seismic Region |
0 |
Apr-19 |
Kelley D. M. Grabner; KPFF Consulting Engineers; Seattle, WA; Larry A. Fahnestock; University of Illinois at Urbana-Champaign; Champaign, IL |
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 under Seismic Loading [S3] |
0 |
Apr-19 |
|
NASCC |
The AISC 3rd Edition Seismic Design Manual [M3] |
0 |
Apr-19 |
James Malley, SE ; Michael Gannon, SE, PE |
NASCC |
Uncertainties in Seismic Collapse Analysis of Framed Structures |
0 |
Apr-19 |
Kevin K.F. Wong; National Institute of Standards and Technology; Gaithersburg, MD |
SSRC |
10 Seismic Lessons from the Design of Large and Complex Structures [N15] |
0 |
Apr-18 |
Rafael Sabelli, SE; Laura Whitehurst, SE |
NASCC |
AISC Research: Development of a Design Methodology for Steel Strongback Braced Frames [N2] |
0 |
Apr-18 |
Barbara G. Simpson |
NASCC |
Blind Prediction of Cyclic Response of Deep Wide-Flange Columns for Special Moment Frame Applications [V1] |
0 |
Apr-18 |
Chia-Ming Uang |
NASCC |
Diaphragm Analysis, Design and Connection Considerations in Steel Seismic Force Resisting Systems [N18] |
0 |
Apr-18 |
John Kennedy, SE |
NASCC |
Evaluation of Seismic Design Methods for Steel Multi-Tiered Special Concentrically Braced Frames |
0 |
Apr-18 |
Pablo A. Cano and Ali Imanpour; University of Alberta; Canada |
SSRC |
Frequently Misunderstood Wind and Seismic Provisions [N32] |
0 |
Apr-18 |
Emily Guglielmo, SE, PE, CE |
NASCC |
How do HSS Fit into the Seismic Design World? [C5] |
0 |
Apr-18 |
Jason McCormick, PhD |
NASCC |
Let's Talk Seismic - In Language We Can All Understand [N31] |
0 |
Apr-18 |
Brent Maxfield, SE |
NASCC |
Research on Low Ductility Concentrically Braced Frames [N22] |
0 |
Apr-18 |
Larry Fahnestock, PE, PhD; Eric Hines, PE, PhD |
NASCC |
Seismic Performance Assessment of Steel Multi-Tiered Ordinary Concentrically-Braced Frames |
0 |
Apr-18 |
Aradhana Agarwal and Larry A. Fahnestock; University of Illinois at Urbana-Champaign; Urbana, IL |
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 Under Seismic Loading [S2] |
0 |
Apr-18 |
Xing Lan; Aradhana Agarwal; Pablo Cano |
NASCC |
The AISC 3rd Edition Seismic Design Manual [V2] |
0 |
Apr-18 |
James Malley, SE; Michael Gannon, SE, PE |
NASCC |
AISC Research: Sloped Connections and Connections with Fillet Welded Continuity Plates for Seismic Applications [E31a] |
0 |
Mar-17 |
Chia-Ming Uang, Ph.D. |
NASCC |
Analyses on Seismic Behavior of Corrugated Steel Plate Shear Walls |
0 |
Mar-17 |
Qiuhong Zhao, Junhao Sun, and Yanan Li, Tianjin University, Tianjin, China |
SSRC |
Can Staggered Trusses Be Used in Seismic Zones? [E9a] |
0 |
Mar-17 |
Neil Wexler; Ali Maher; Michal Halevy |
NASCC |
Design Practicum 1: Special Moment Frame Connections [E35] |
0 |
Mar-17 |
Jason Ericksen |
NASCC |
Design Practicum 2: Special Concentrically Braced Frame [E36] |
0 |
Mar-17 |
Jason Ericksen |
NASCC |
Do Standardized, Symmetric Loading Protocols Accurately Predict the Performance of BRB under Real Earthquake Motions? [E25a] |
0 |
Mar-17 |
Brandt Saxey |
NASCC |
Seismic Stability of Members and Systems [S2] |
0 |
Mar-17 |
|
NASCC |
Seismic Stability of Multi-Tiered Ordinary Concentrically-Braced Frames |
0 |
Mar-17 |
Aradhana Agarwal and Larry A. Fahnestock, University of Illinois, Urbana, IL |
SSRC |
Stability Analysis of Steel Columns under Cascading-Hazard of Earthquake and Fire |
0 |
Mar-17 |
Mehrdad Memari and Hussam Mahmoud, Colorado State University, Fort Collins, CO |
SSRC |
What Makes a "Special Moment Frame" Special? [E15a] |
0 |
Mar-17 |
Behzad Rafezy |
NASCC |
90 Seismic Design Ideas in 90 Minutes [N78] |
0 |
Apr-16 |
James O. Malley; Rafael Sabelli; Patrick Hassett |
NASCC |
A Seismic Stability Evaluation of Buckling Restrained Braced Frames on West Coast [N8A] |
0 |
Apr-16 |
Robert Tremblay; Larry Fahnestock |
NASCC |
Combined Lateral Systems [N72A] |
0 |
Apr-16 |
Jerod Johnson |
NASCC |
Connection Design, Detailing and Fabrication for Seismic Resistance [N11A] |
0 |
Apr-16 |
Robert Whyte |
NASCC |
Design of Stability Connections for Beams Used in Steel Seismic Frames [N5A] |
0 |
Apr-16 |
Patrick J. Fortney |
NASCC |
Kentucky Lake Bridges--Steel from Beginning to End [B20] |
0 |
Apr-16 |
Jason Stith; Brad Robson |
NASCC,WSBS |
Nonbuilding Structures and Nonstructural Components [N43A] |
0 |
Apr-16 |
Chris Kimball |
NASCC |
Preview of the 2016 AISC Seismic Provisions and Prequalified Connections for Seismic Moment Frames [N74] |
0 |
Apr-16 |
James O. Malley; Ronald O. Hamburger |
NASCC |
Stability Bracing for Beams in Steel SFRSs [N5A] |
0 |
Apr-16 |
Patrick J. Fortney |
NASCC |
Tall Curtain Wall Systems and Large Seismic Drift [N82A] |
0 |
Apr-16 |
Robert Kritzler; Brian Lammert |
NASCC |
Seismic Design in Steel - Complete Course |
|
Feb-18 |
Rafael Sabelli |
Webinar |