Title: Current NEESR Projects and Potential Applications at MUST-SIM
1Current NEESR Projects and Potential Applications
at MUST-SIM
- Jerry Hajjar
- University of Illinois
2Possible Application
3NEESR-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
4NEESR-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
5Multi-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
9Test 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
10Damage to the Santa Monica Freeway
Collector-Distributor 36
11Multi-Site Simulation System
Sub-Structuring Technique
NEESgrid
NCSA
Lehigh
UIUC
RPI
RPI
12Comparison Damage to the Santa Monica Freeway
Failure in the Earthquake
Failure in the Laboratory
13Preliminary Pier Test at UIUC
14MISST 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.
15NEESR-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
16Experimental Test Program
17Planar Wall Tests
18C-Shaped Wall Tests
- Depiction of a test specimen in the UIUC NEES
facility
19(No Transcript)
20(No Transcript)
21NEESR-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
23Small Scale Testing Facility, UIUC
24Shake Table Facility, UNR
25UMR Shaking Table Program
PI - Belarbi
26UIUC Simulation Program
PI - Elnashai
27UNR Testing Program
PI and Project Coordinator - Sanders
28International Cooperation
- University of Mexico
- E-Defense
29Analysis, 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
30Outcome
- 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
32Building Test
W24x68
W24x68
W24x68
W30x116
W30x116
W30x116
W30x90
W30x90
W30x90
W14x211
W14x283
W14x211
W14x283
Computational component
Experimental component
33Building Test
Pseudodynamic testing and analysis of steel
frames exhibiting flexible connections
34Full Scale Model
35Education 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.