Search ASCE Technical Sessions
| Thursday, May 29 |
Concurrent Technical Sessions - Period 1 10:30 AM - 12:00 PM |
| Track: Design, Analysis, Repair, and Rehabilitation |
Timber Design in the Northwest
Sponsoring Committee: ASCEs Committee on Aesthetics in Design
Presentations:
Contemporary Trends in Timber Design in the Northwest: Case Studies
Gary Swensen Swensen Say Fagel
The Structure, Aesthetics, and Symbolism of Wood in Northwest Architecture
Tom Harrison Structural Department, OWPIP
Transforming Clients Visions into Reality: Innovations in High-End Heavy Timber Design
David Eisenman KPFF Consulting Engineers
Structural Gluing in an Architectural Context
Gordon Plume The G.R. Plume Company
Concurrent Technical Sessions - Period 2 1:30 PM - 3:00 PM |
| Track: Design, Analysis, Repair, and Rehabilitation |
Seismic Design of Concrete Masonry
Presentations:
Design Options for Shear Walls in Seismic Areas
David Biggs Ryan-Biggs Associates PC
Masonry: Start to Finish
Susan Frey Structural Engineering, CH2M Jill
Trial Design: UBC, IBC, Masonry Standards Joint Committee
Edwin Huston Smith & Huston, Inc.
Concurrent Technical Sessions - Period 3 3:30 PM - 5:00 PM |
| Track: Design, Analysis, Repair, and Rehabilitation |
Seismic Design of Concrete Masonry
Presentations:
Displacement-Based Design of Midrise Masonry Buildings
C. Ekwuime
Displacement-Based Design of Post-Tensioned Masonry Walls
M. Kowalsky
Effect of Diaphragm Flexibility on Seismic Response of Walls
C. Simsir
Out-of-Plane Seismic Resistance Walls with Unbonded Tendons
A. Schultz
| Friday, May 30 |
Concurrent Technical Sessions - Period 4 8:30 AM - 10:00 AM |
| Track: Design, Analysis, Repair, and Rehabilitation |
Recent Developments in Monitoring Structures
Presentations:
FEM Updating of a Reinforced Concrete Building Using Ambient Vibration Data
Carlos E Ventura University of British Columbia
Martin Turek University of British Columbia
Rozlyn Bubela University of British Columbia
GPS for Monitoring the Dynamic Response of Tall Buildings: Experimental Verification and Full Scale Application
Tracy Kijewski University of Notre Dame
Ahsan Kareem University of Notre Dame
Hybrid Use of GPS Monitoring and FEM Analysis to Detect Integrity of Buildings
Yukio Tamura Tokyo Polytechnic University
Akihito Yoshida Tokyo Polytechnic University
Ryukichi Ishibashi Tokyo Polytechnic University
Luisa-Carlotta Pagnini Tokyo Polytechnic University
The Caltech Real-Time Structural Health and Performance Evaluation System (RSHAPE)
Wilfred Iwan Caltech
Wireless Communication for Structural Damage Detection Systems
Jerome Lynch
Concurrent Technical Sessions - Period 5 10:30 AM - 12:00 AM |
| Track: Design, Analysis, Repair, and Rehabilitation |
Recent Developments in Monitoring Structures
Presentations:
Analysis of Real Time Data from Instrumented Structures
Erdal Safak US Geological Survey
Development of an Efficient Damage Detection Methodology Using Recorded Seismic Response of Buildings
Ahmet Sanli Uzun & Case Engineers
Mehmet Celebi US Geological Survey
GPS for Recording Dynamic Displacements of Long-Period Structures - Engineering Implications
Mehmet Celebi US Geological Survey
Ahmet Sanli US Geological Survey
Seismic Monitoring Instrumentation Needs of a Building Owner and the Solution - A Cooperative Effort
Mehmet Celebi US Geological Survey
M. Sinclair US Geological Survey
S. Gallant US Geological Survey
D. Radelescu US Geological Survey
Seismic Monitoring Instrumentation Needs of a Building Owner and the Solution - A Cooperative Effort
Ahmet Sanli US Geological Survey
Seismic Monitoring for a Federal Building Seismic Retrofit Project
Parry Brown US Geological Survey
Jeff Jafarzadeh US Geological Survey
Mehmet Celebi US Geological Survey
Wireless Communication for Structural Damage Detection Systems
Anne Kiremidjian
Concurrent Technical Sessions - Period 6 1:30 PM - 3:00 PM |
| Track: Design, Analysis, Repair, and Rehabilitation |
Wind Effects on Low Buildings
Sponsoring Committee: Wind Effects Committee of SEI and the Aerodynamics Committee of the Aerospace Division of ASCE
Moderator:
Presentations:
The 2002 Australian and New Zealand Wind Load Code - A First Step in an International Harmonization Process for Wind Load Codes?
Chris W Letchford Texas Tech University
John D Holmes JDH Consulting
The NIST Aerodynamic Database for Wind Loads on Low Buildings: An Expert System to Expand the Database
Gregory A Kopp University of Western Ontario
Y. Chen University of Western Ontario
D. Surry University of Western Ontario
Wind Load Provisions for Low Rise Buildings in the ASCE 7 - 2002 Load Standard
Lawrence G Griffis Walter P. Moore & Associates, Inc.
James M Delahay LBYD, Inc., Civil & Structural Engineers
Wind Load Provisions for Low-Rise Buildings in the National Building Code of Canada: Influence on and Differences from the ASCE 7 Standard
Ted Stathopoulos Concordia University
Concurrent Technical Sessions - Period 7 3:30 PM - 5:00 PM |
| Track: Design, Analysis, Repair, and Rehabilitation |
Structural Reliability and Database Assisted Design for Wind Effects
Presentations:
Database-Assisted Design and Structural Reliability for Building Codes
Sofia Diniz Federal University of Minas Gerais
Emil Simiu Building & Fire Research Laboratory, National Institute of Standards & Technology
Database-Assisted Design for Wind Effects on Z-shaped Purlins
Seokkwon Jang Lehigh University
Le-Wu Lu Lehigh University
Probability-Based Load Effects and Load Factors for Wind
Sofia Diniz Federal University of Minas Gerais
Fahim Sadek Building & Fire Research Laboratory, National Institute of Standards & Technology
Emil Simiu Building & Fire Research Laboratory, National Institute of Standards & Technology
Software Tools for Database-Assisted Design for Wind Effects: Current Capabilities and Future Requirements
Timothy Whalen Purdue University
Fahim Sadek Building & Fire Research Laboratory, National Institute of Standards & Technology
Emil Simiu Building & Fire Research Laboratory, National Institute of Standards & Technology
The NIST Aerodynamic Database for Wind Loads on Low Buildings: Evaluation of Current Code Provisions
Gregory A Kopp University of Western Ontario
i St. Pierre University of Western Ontario
i Mans University of Western Ontario
i Ho University of Western Ontario
D. Surry University of Western Ontario
| Saturday, May 31 |
Concurrent Technical Sessions - Period 8 8:30 AM - 10:00 AM |
| Track: Design, Analysis, Repair, and Rehabilitation |
Seismic Protection of Historic Structures
Sponsoring Committee: ASCE Committee on Aesthetics
Moderator:
Presentations:
Impacts of the 2001 Nisqually Earthquake on Historic Buildings
Terry Lundeen Structural/Seismic, Coughlin Porter Lundeen
Structural Rehabilitation of Fallingwater
Mario Suarez Schupack Suarez/TDEG, DiSalvo Ericson Group
The Aesthetic Issues in Selecting Seismic Upgrade Solutions for Historic Buildings
Eric Elsesser Forell/Elsesser Engineers, Inc.
The Washington State Legislative Building: Case Study
Michael Wright Swenson Say Faget
Greg Coons Swenson Say Faget
Concurrent Technical Sessions - Period 9 10:30 AM - 12:00 AM |
| Track: Design, Analysis, Repair, and Rehabilitation |
Design and Analysis of Reinforced Concrete Beam-Column Joints
Sponsoring Committee: Joints and Connections in Monolithic Concrete Structures ASCE-ACI 352
Moderator:
Presentations:
A Versatile Model for Beam-Column Joints
Arash Altoontash Stanford University
Gregory Deierlein Stanford University
Flexibility of Beam-Column Connections in RC Frames
Silvia Mazzoni Pacific Earthquake Engineering Research Center, University of California, Berkeley
Gregory L Fenves University fo California, Berkeley
Modeling the Behavior of Reinforced Concrete Beam-Column Joints
Laura Lowes University of Washington
Dawn Lehman University of Washington
John Stanton University of Washington
New Model for Shear Failure of R/C Beam-Column Joints
Hitoshi Shiohara
Concurrent Technical Sessions - Period 10 1:30 PM - 3:00 PM |
| Track: Design, Analysis, Repair, and Rehabilitation |
Performance of Structures
Sponsoring Committee: Performance of Structures
Moderator:
Presentations:
Definitions, Quantitative Indices and Tools for Measuring Performance of Constructed Systems
A. E Aktan Drexel University
Achintya Haldar University of Arizona
Full-Scale Validation of the Wind-Induced Response of Tall Buildings
Tracy Kijewski University of Notre Dame
Tiphaine Williams University of Notre Dame
Dae Kun Kwon University of Notre Dame
Ahsan Kareem University of Notre Dame
John Kilpatrick Boundary Layer Wind Tunnel Laboratory, University of Western Ontario
Jon Galsworthy Boundary Layer Wind Tunnel Laboratory, University of Western Ontario
Dave Morrish Boundary Layer Wind Tunnel Laboratory, University of Western Ontario
Nicholas Isyumov Boundary Layer Wind Tunnel Laboratory, University of Western Ontario
Brad Young Skidmore Owings and Merrill
Ahmad Abdelrazaq Skidmore Owings and Merrill
Impact of Floor Vibration on the Performance of Buildings
Linda Hanagan Penn State
The Development of Best Practices Guidelines For Mitigation of Progressive Collapse of Buildings
Li-Hong Sheng Building and Fire Research Laboratory, National Institute of Standards and Technolgy
H. S Lew Building and Fire Research Laboratory, National Institute of Standards and Technology
Concurrent Technical Sessions - Period 11 3:30 PM - 5:00 PM |
| Track: Design, Analysis, Repair, and Rehabilitation |
Design and Analysis of Plate Systems
Presentations:
A Simple Method for Design of Basement Exterior Wall
Young-chan Kim Pukyong National University
Dong-gun Kim Pukyong National University
Evaluation of a Post-Tensioned Nuclear Containment Structure
Farhad Farzam Bechtel Corportation
Sanjeev Malushte Bechtel Corportation
In-Situ Vibration Characteristics of Precast Cladding Panels
Kurt McMullin San Jose State University
Dan Merrick San Jose State University
Mark Hildebrandt Willis Construction Co. Inc.
Load Distribution in Floor Slab and Support of Shearwall-Type RC Apartment Buildings during Construction
Yougchan Kim Pukyong National University
E-sung Kim Pukyong National University
Jae-jun Lee Pukyong National University
Retrofitting Floors with Advanced Materials to Mitigate Occupant-induced Vibrations
Arya Ebrahimpour College of Engineering, Idaho State University
Janice L Martell College of Engineering, Idaho State University
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