Search ASCE Technical Sessions
| Thursday, May 29 |
Concurrent Technical Sessions - Period 1
10:30 AM - 12:00 PM |
| Track: Performance Based Design |
Practical Development of Seismic Protective Systems
Presentations:
Conceptual Infill Panel Designs for Seismic Retrofitting
Amjad Aref Civil,Structural &Environmental Engineering
Woo-Young Jung Civil,Structural &Environmental Engineering
Experimental Verification of Smart Coupled Building Control
Richard E Christenson Division of Engineering
Fuzzy Modeling of 30-ton Magnetorheological Damper Behavior
Paul Roschke Civil Engineering
Visit Likhituangsilp Civil Engineering
Response Control of Tall Benchmark Building Using Smart Tuned Mass Damper
Nadathur Varadarajan Structures
Satish Nagarajaish Civil and Environmental Engineering
Concurrent Technical Sessions - Period 2
1:30 PM - 3:00 PM |
| Track: Performance Based Design |
Performance-Based Seismic Design of Non-Structural Elements
Presentations:
Background on the Development of the NEHRP Seismic Provisions
John Gillengerten Facilities Development, OSHPD
Robert Bachman Robert E. Bachman, Consulting Structural Engineer
Challenges in Quantifying Seismic Performance of Nonstructural Components in Buildings
Shahram Taghavi Civil & Environmental Engineering, Stanford University
Challenges in Quantifying Seismic Performance of Nonstructural Components in Buildings weight saving.
Eduardo Miranda Civil & Environmental Engineering, Stanford University
Evaluation of Earthquake Induced Floor Horizontal Accelerations in Buildings
Jose Restropo Structural Engineering, University of California, San Diego
Mario Rodriguez National University of Mexico
Athol Carr Civil Engineering, University of Canterbury
Performance Engineering of Precast Cladding Systems
Kurt McMullin Civil and Environmental Engineering
Carter Choi San Jose State University
Amy Kwong San Jose State University
Performance Engineering of Precast Cladding Systems
Kevin Chan San Jose State University
Seismic Design of Precast Concrete Cladding Panels Considering the Effect of Vertical
Ground Acceleration
Ali Memari Architectural Engineering
Concurrent Technical Sessions - Period 3
3:30 PM - 5:00 PM |
| Track: Performance Based Design |
Performance-Based Design Optimization
Sponsoring Committee: Optimal Structural Design
Presentations:
Automated and Optimized Performance-Based Design of Steel Floor Framing Systems
Chris Foley Civil & Environmental Engineering, Marquette University
Warren Lucas Civil & Environmental Engineering, Brigham Young University
Performance-Based Design of Maintenance Programs for Structures Based on Reliability and Cost
Allen Estes Department of Civil and Mechanical Engineering, U.S. Army
Dan Frangopol Department of Civil Engineering, University of Colorado
Performance-Based Design of Steel Building Frameworks under Seismic Loading
D. E. Grierson Civil Engineering, University of Waterloo
L. Xu Civil Engineering, University of Waterloo
Yanglin Gong Civil Engineering, University of Waterloo
State-of-the-Art in Performance-Based Design Optimization
Chris Foley Civil & Environmental Engineering, Marquette Unversity
Shahram Pezeshk Civil Engineering, The University of Memphis
Arzhang Alimoradi Civil Engineering, The University of Memphis
| Friday, May 30 |
Concurrent Technical Sessions - Period 4
8:30 AM - 10:00 AM |
| Track: Performance Based Design |
Impact of the Nisqually Earthquake
Sponsoring Committee: Seismic Effects
Moderator:
Presentations:
Bridge Damage During the 2001 Nisqually Earthquake
Richard Ranf University of Washington
Marc Eberhard University of Washington
Tyler Ranf University of Washington
Damage to Buidings During the 2001 Nisqually Earthquake
John Stanton University of Washington
Gregory MacRae University of Washington
Dawn Lehman University of Washington
Performance of Non-Structural Components During the February 28, 2001 Nisqually (Seattle/Olympia) Earthquake
Andre Filiatrault University of California
The Local Geography of Disaster Vulnerability: The Nisqually Earthquake in Two Seattle Business Districts
Anthony Falit-Baiamonte University of Washington
Stephanie Chang University of Washington
Concurrent Technical Sessions - Period 5
10:30 AM - 12:00 AM |
| Track: Performance Based Design |
Modeling Uncertainty in Load Effects for Performance-Based Design
Sponsoring Committee: Safety of Buildings
Moderator:
Presentations:
Bridge Load Models
Andrzej Nowak University of Michigan
Cost, Performance and Safety: Are Metrics Valid?
Ross Corotis University of Colorado
Modeling Earthquake Uncertainty by Coupling Load and Response
John van de Lindt Michigan Technological University
Ginhuat Goh Michigan Technological University
Representation of Loads and Load Effects Combination Analysis in Performance-Based Design Using Duration Curves
Pavel Marek Academy of Sciences of the Czech Republic
Paul Tikalski Penn State University
Uncertainty in the Seismic Response Analysis
Achintya Haldar University of Arizona
Jungwon Huh University of Arizona
Concurrent Technical Sessions - Period 6
1:30 PM - 3:00 PM |
| Track: Performance Based Design |
New Developments in LRFD Codes
Presentations:
ASCE Standard 7 General Design and Load Combination Requirements for Buildings and Other Structures
Bruce Ellingwood Georgia Institute of Technology
Future Direction of the AISC Specification for Structural Steel Buildings
Cynthia Lanz AISC, Inc.
New Developments in the Bridge Design Code, AASHTO LRFD
Dennis Mertz University of Delaware
New Resistance Factors for Concrete Structures (ACI 318)
Andrzej Nowak University of Michigan
Maria Szerszen University of Michigan
Concurrent Technical Sessions - Period 7
3:30 PM - 5:00 PM |
| Track: Performance Based Design |
Overview of New AISC Provisions for Composite Structures - Background and Design Implications
Sponsoring Committee: Composite Construction
Moderator:
Presentations:
Composite Steel Joists
David Samuelson Nucor Corporation
Proposed Revisions to Composite Column Provisions (Chapter 1) of the AISC Specification
Jerome Hajjar University of Minnesota
Roberto Leon Georgia Institute of Technology
Proposed Revisions to Composite Flexural Member Provisions (Chapter 1) of the AISC Specification
Jerome Hajjar University of Minnesota
Roberto Leon Georgia Institute of Technology
Shear Connectors for Composite Beams and Trusses
Samuel Easterling Virginia Tech
| Saturday, May 31 |
Concurrent Technical Sessions - Period 8
8:30 AM - 10:00 AM |
| Track: Performance Based Design |
Performance Based Seismic Engineering of the I-880 Bridge
Presentations:
Column Deformation Demands at Bar Buckling
M. Berry University of Washington
Marc Eberhard University of Washington
Finite Element Reliability and Sensitivity Analysis in Performance-Based Engineering
Terje Haukaas University of California, Berkeley
A. D Kiureghian University of California, Berkeley
Simulation Models for Performance-Based Evaluation of the I-880 Bridge
Sashi Kunnath UC Davis
Structural Loss Modeling for California Highway Overpass Bridges
Kevin Mackie University of California, Berkeley
Bozidar Stojadinovic University of California, Berkeley
Concurrent Technical Sessions - Period 9
10:30 AM - 12:00 AM |
| Track: Performance Based Design |
Performance-Based Engineering of Bridges
Presentations:
Behavior of a Seismic-Isolated Bridge under Near-Fault Ground Motion
Sunwoo Park LENDIS
H. Ghasemi Federal Highway Administration
J. OFallon Federal Highway Administration
Impact of Aspect Ratio on the Behavior of Circular Column Systems Under Shake-Table Loading
David Sanders University of Nevada, Reno
Khaled Moustafa University of Nevada, Reno
Saiid Saiidi University of Nevada, Reno
Mission Bridge - Seismic Assessment and Retrofit
Don Kennedy Associated Engineering
Bruce Hammersley Klohn Crippen Consultants
Roupen Donikian T.Y. Lin International
Concurrent Technical Sessions - Period 10
1:30 PM - 3:00 PM |
| Track: Performance Based Design |
Performance-Based Structural Engineering
Presentations:
Ground Motion Intensity - Structural Damage Relations for Performance-Based Design
Abdelkader Tayebi Louisiana Tech University
G. Deierlein Louisiana Tech University
Improved Design Procedures for Nonstructural Components
Brian Kehoe Wiss, Janney, Elstner Associates, Inc.
Nonlinear Response Spectrum Methods for Symmetric and Asymmetric Base-Isolated Buildings
Keri Ryan University of California, Berkeley
Anil Chopra University of California, Berkeley
Performance-Based Design of the Essential Facility by NEHRP Damper Provisions
Kit Miyamoto Marr Shaffer & Miyamoto, Inc.
Robert Hanson Robert Hanson
Concurrent Technical Sessions - Period 11
3:30 PM - 5:00 PM |
| Track: Performance Based Design |
Performance-Based Reliability of Wood Shear Walls
Sponsoring Committee: Wood
Moderator:
Presentations:
Alternative Performance Criteria for Reliability of Wood Shear Walls
John van de Lindt
Estimating Reliability and Implementing Performance-Based Design for Shear Walls
Ricardo Foschi
Performance-Based Design and Selection of Wood Shear Walls
David Rosowsky
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