Structures 2003 Congress and Exposition
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Concurrent Sessions:
Saturday, May 31
Concurrent Technical Sessions - Period 9
10:30 AM - 12:00 AM
Track: Advanced Technologies. Materials and Methods

Smart Materials

Moderator:
    Reginald DesRoches
    Georgia Institute of Technology

Presentations:

    Application of Cellular Solids for Seismic Hazard Mitigation
    Panos Tsopelas
    Catholic University of America
    Liliang Chen
    Catholic University America
    Massimo Ruzzene
    Georgia Institute of Technology

    Behavior and Application of Shape Memory Alloys in Seismic Resistant Design and Retrofit
    Reginald DesRoches
    Georgia Institute of Technology
    Jason McCormick
    Georgia Institute of Technology
    Laura Barbero
    Georgia Institute of Technology

    Comparative Performance of Several Semi-Active Control Algorithms
    Anil Agrawal
    City College of New York
    Wanlong He
    City College of New York

    Effects of Damper Non-linearity on Seismic Response of Asymmetric Systems
    Rakesh Goel
    California State Polytechnic University

    Magnetorheological Dampers for Semi-Active Control of Seismically Excited Nonlinear Structures
    Sami El Borgi
    Ecole Polytechnique de Tunisie
    Mohamed Amin Walha
    Ecole Polytechnique de Tunisie
    Brahim Jemai
    Ecole Polytechnique de Tunisie
    Fahim Sadek
    National Institute of Standards and Technology
    Michael Riley
    National Institute of Standards and Technology

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:
    Dr. James LaFave

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

Track: General Structural Issues

Design Loads during Construction

Moderator:
    Robert Ratay

Presentations:

    Construction Loads in SEI/ASCE 37-02
    John Deerkowski

    Environmental Loads in SEI/ASCE 37-02
    Donald Dusenberry

    Loads and Load Combinations in SEI/ASCE 37-02
    John Duntermann

    SEI/ASCE 37-02 Design Loads on Structures During Construction Standard-Background,Purpose and Scope
    Robert T Ratay
    R. T. Ratay Engineering, P.C.

Track: Performance Based Design

Performance-Based Engineering of Bridges

Moderator:
    David Harvey

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
    Saad El-Azazy
    Caltrans

    Mission Bridge - Seismic Assessment and Retrofit
    Don Kennedy
    Associated Engineering
    Bruce Hammersley
    Klohn Crippen Consultants
    Roupen Donikian
    T.Y. Lin International

Track: Professional Practice

ASCE 7/ IBC Wind Design Seminar 1

Moderator:
    Jerry J Barbera

Presentations:

    Wind Design and Analysis Under ASCE Standard #7 and the IBC Session 1: How Did We Get Where We Are?
    Jerry J Barbera
    The Codes Knowledge Company
    Donald Scott
    Puttnam Collins Scott Associates, Engineers

Track: Transportation Structures

Unique Bridge Topics

Moderator:
    John VanLund

Presentations:

    Field Assesment of a Curved Steel Bridge Response Under Traffic and Controlled Loads
    Dan Linzell
    PennyState University
    Jeffrey Lamon
    PennyState University
    Deanna Nevling
    PennyState University

    Monitoring System For A FRP-Reinforced Concrete Replacement Bridge Deck
    Arthur Huckelbridge
    Case Western Reserve University
    Amy Eitel
    Case Western Reserve University

    Torsional Behavior of Curved Girder Bridges with Single-Column Supported Steel Boxed Cross-Girders
    Leon Lai
    Specialty Engineering, Inc.
    Martin Dragan
    Specialty Engineering, Inc.
    Gregory Baker
    Specialty Engineering, Inc.
 
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