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Current NEESR Projects and Potential Applications at MUST-SIM

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Pre-NEESR Multi-Site Soil-Structure-Foundation ... SYSTEMS, Glenn Rix and Reggie DesRoches (George Tech), Doug Foutch (University ... – PowerPoint PPT presentation

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Title: Current NEESR Projects and Potential Applications at MUST-SIM


1
Current NEESR Projects and Potential Applications
at MUST-SIM
  • Jerry Hajjar
  • University of Illinois

2
Possible Application
3
NEESR-SG 2005
  • Pre-NEESR Multi-Site Soil-Structure-Foundation
    Interaction Test (MISST), Bill F. Spencer, Amr
    S. Elnashai, Dan Kuchma (University of Illinois)
    Jim Ricles (LeHigh) Tarek Abdoun and Ricardo
    Dobry (RPI, change to full)
  • NEESR-SG Seismic Behavior, Analysis and Design
    of Complex Wall Systems, Laura Lowes and Dawn
    Lehman (University of Washington) Dan Kuchma
    (University of Illinois) and Jian Zhang
    (University of California Los Angeles)
  • NEESR-SG Seismic Simulation and Design of Bridge
    Columns under Combined Actions and Implications
    On System Response, David Sanders (University of
    Nevada Reno), Abdeldjelil Belarbi (University
    of Missouri Rolla), Amr Elnashai (University of
    Illinois), etc

4
NEESR-SG 2005
  • NEESR-SG Innovative Applications of Damage
    Tolerant Fiber-Reinforced Cementitious Materials
    for New Earthquake Resistant Systems and Retrofit
    of Existing Structure, James White (University of
    Michigan), Sarah L. Billington (Stanford
    University), James LaFave (University of
    Illinois)
  • NEESR-SG Controlled Rocking of Steel-Framed
    Buildings with Replaceable Energy Dissipating
    Fuses, Greg Deierlein and Sarah Billington
    (Stanford University), Jerry Hajjar (University
    of Illinois)
  • NEESR-GC SEISMIC RISK MITIGATION FOR PORT
    SYSTEMS, Glenn Rix and Reggie DesRoches (George
    Tech), Doug Foutch (University of Illinois), etc

5
Multi-Site Soil-Structure-Foundation Interaction
Test (MISST)
  • At UIUC Bill F. Spencer, Amr S. Elnashai, Dan
    Kuchma
  • At Lehigh Jim Ricles
  • At RPI Tarek Abdoun and Ricardo Dobry

6
Introduction
  • The MISST was intended to provide a realistic
    test bed application with which to verify
  • all components of the NEESgrid
  • all components of the sites taking part in the
    distributed simulation
  • The behavior of a complex bridge structure
    including soil-structure interaction will be
    investigated
  • The collaborating partners of MISST
  • University of Illinois at Urbana-Champaign (UIUC)
  • Lehigh University (Lehigh)
  • Rensselaer Polytechnic Institute (RPI)

7
Test Structure
  • The MISST structure is based on the
    Collector-Distributor 36 of the I-10 Santa Monica
    Freeway
  • It was damaged during the 17 January 1994
    Northridge Earthquake
  • Unusual pattern of failure
  • Idealization of the original structure
  • To utilize current NEES experimental facilities
    and for simplification
  • Large-scale NEES facilities of both UIUC and
    Lehigh University,
  • Advanced geotechnical modeling and possible
    centrifuge test at RPI

8
Multi-Site Simulation
  • The structure is subdivided into 5 static modules
  • MISST utilizes several aspects of simulation that
    will comprise many of the applications of the
    NEES experimental sites and NEESgrid by
    including
  • Advanced analytical geotechnical modeling (or
    testing)
  • Advanced analytical structural modeling
  • Advanced structural testing using
    multi-degrees-of-freedom testing facilities

9
Test Schedule
April April April April May May May May May
3 10 17 24 1 8 15 22 29

Small Scale Test
Large Scale Test
10
Damage to the Santa Monica Freeway
Collector-Distributor 36
11
Multi-Site Simulation System
Sub-Structuring Technique
NEESgrid
NCSA
Lehigh
UIUC
RPI
RPI
12
Comparison Damage to the Santa Monica Freeway
Failure in the Earthquake
Failure in the Laboratory
13
Preliminary Pier Test at UIUC
14
MISST Experimental Setup
  • Multi-site pseudo-dynamic test allows us to
    investigate seismic behavior of large-scale
    structural system with soil-structure interaction
    using NEESgrid environment.
  • Multi-site simulation framework has been
    theoretically verified to be effective.

15
NEESR-SG Seismic Behavior, Analysis and Design
of Complex Wall Systems
  • At UWash Laura Lowes and Dawn Lehman
  • At UIUC Dan Kuchma
  • At UCLA Jian Zhang

16
Experimental Test Program
17
Planar Wall Tests
18
C-Shaped Wall Tests
  • Depiction of a test specimen in the UIUC NEES
    facility

19
(No Transcript)
20
(No Transcript)
21
NEESR-SG-2005
Seismic Simulation and Design of Bridge Columns
under Combined Actions, and Implications on
System Response
University of Nevada, Reno University of
Illinois, Champaign-Urbana University of
Missouri, Rolla University of California, Los
Angeles Washington University, St. Louis
22
Causes of Combined Actions
  • Functional Constraints - curved or skewed bridges
  • Geometric Considerations - uneven spans or
    different column heights
  • Multi-directional Earthquake Motions -significant
    vertical motions input or near field fling
    impacts
  • Structural Constraints - stiff deck, movement
    joints, soil condition and foundations

23
Small Scale Testing Facility, UIUC
24
Shake Table Facility, UNR
25
UMR Shaking Table Program
PI - Belarbi
26
UIUC Simulation Program
PI - Elnashai
 
 
 
 
 
 
 
 
 
 
27
UNR Testing Program
PI and Project Coordinator - Sanders
28
International Cooperation
  • University of Mexico
  • E-Defense

29
Analysis, Education and Outreach
  • Analysis
  • System analysis at UCLA (Jian Zhang)
  • Distributed (hybrid analysis) at UIUC
    (Elnashai)
  • Education and Outreach
  • Education site and web models at WU (Dyke)
  • Outreach visits and hosting by all

30
Outcome
  • Member Tests
  • Effect of design and detailing on failure of
    members under multi-axial (axial, bending, shear,
    torsion) conditions
  • Recommended design guidance on member level
  • Bridge Simulations
  • Effect of multi-axial excitation on bridge
    response
  • Design recommendations on the system level

31
  • There are Currently No Slides from Projects 4, 5,
    and 6
  • There are slides from the Building Group project
    as shown in the next 3 slides

32
Building Test
W24x68
W24x68
W24x68
W30x116
W30x116
W30x116
W30x90
W30x90
W30x90
W14x211
W14x283
W14x211
W14x283
Computational component
Experimental component
33
Building Test
Pseudodynamic testing and analysis of steel
frames exhibiting flexible connections
34
Full Scale Model
35
Education and Outreach
  • University of Washington Open House (April 2005)
    teleobservation and teleoperation
  • Discovery Engineering Program, University of
    Illinois (July 2005)
  • Engineering Open House (March 2005)
  • Visitors.
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