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THURSDAY |
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Track One |
Track Two |
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New Building
Design |
Existing
Building Rehabilitation |
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| 8:00a-8:35a |
Design of
Post-tensioned Concrete Walls for Seismic Resistance in Buildings. |
Design Implications from The
Performance Evaluation of Concrete Transfer
Girders in a Mid-Rise Masonry Building |
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| Author / Presenter |
By: Leo Panian, SE, Tipping ·
Mar Associates |
By: Anurag Jain, S.E., Can
Simsir, S.E., Alexis Dumortier, S.E., |
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Gary Hart, Principal,
Weidlinger Associates, Inc. |
| 8:35a-9:10a |
Design Examples of
Rocking and Restoring Frames and Walls |
Cyclic Testing and Analysis of Steel Moment Connections for the Seismic
Rehabilitation of a 15-Story Office Building. |
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| Author / Presenter |
By: David Mar, SE,Principal,
Tipping · Mar Associates |
By: James Newell, Chia-Ming Uang, Univ. of
CA-San Diego, |
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James Malley, Degenkolb
Engineers, Colin Blaney, The Crosby |
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Group, Tamer Ahmed, CA Dept.
of G.S. |
| 9:10a-9:45a |
Low-Rise, Wood Framed
Retail Structures |
Seismic Upgrade of a 15-Story Steel Moment Frame Building - Satisfying Performance Criteria with Application of
Experimental and Analytical Procedures. |
| Author / Presenter |
By: Dan Allwardt,SE, KPFF
Consulting Engineers |
By: James Malley, Mark
Sinclair, Timothy Graf, Degenkolb Eng. |
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Colin Blaney, Moisey Fraynt, The Crosby Group,
Chia-Ming, |
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James Newell, Univ. of CA-San
Diego, |
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Tamer Ahmed, CA Dept. of
General Services |
| BREAK |
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IBC |
Research & Development |
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| 10:15a-10:50a |
Buckling Restrained Braced Frame (BRBF) Structures: Analysis, Design and
Approvals Issues. |
Design, Analysis and Testing of an Earthquake-Resistant Buckling-Restrained
Braced |
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| Author / Presenter |
By: Saif M Hussain, S.E, Paul
Van Benschoten, S.E., |
By: Larry Fahnestock, P.E., Univ. of IL,
Richard Sause, P.E., |
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Dennis Firth,S.E., Mohamed
Satari, Ph.D, Silian Lin, Ph.D |
James Ricles, P.E., Lehigh
University |
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| 10:50a-11:25a |
Alternate Design Mehtodology for a BRBF System Under 2001 CBC Utilizing 2003
NEHRP Seismic Provisions |
Earthquake Resistant Design of RC Frames Using Hysteretic Energy Demands |
| Author / Presenter |
By: Ryan Kersting, S.E., David
Hutchinson,S.E.,President |
By: James Anderson,Ph.D, Surat
Terapathana, University |
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Buehler & Buehler
Structural Engineers, Inc. |
of Southern California |
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| 11:25a-12:00p |
Comparison of Retrofit Criteria for Tuckunder Buildings |
Estimating Inelastic Seismic Demands by Elastic |
| Author / Presenter |
By: David Pomerleau, S.E.,
Integrated Design Services, Inc. |
Analysis for RC Framed
Structures. |
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By: Mohamed Satari, Ph.D,
Coffman Engineers, Inc. |
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James Anderson, Ph.D,
University of Southern California |
| LUNCH |
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IBC |
Research
& Development |
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| 1:15p-2:00p |
1997 UBC vs 2006 IBC Seismic Provisions - Part 1 |
Blast Resistance Benefits of Seismic Design - A Case Study |
| Author / Presenter |
By: S.K. Ghosh,Ph.D, Susan
Dowty,S.E., |
By: Robert Pekelnicky, P.E.,
Degenkolb Engineers |
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S.K. Ghosh Associates,Inc. |
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| 2:00p-2:45p |
1997 UBC vs 2006 IBC Seismic Provisions - Part 2 |
Shake Table Response of a Full Scale Reinforced Concrete Wall |
| Author / Presenter |
By: S.K. Ghosh,Ph.D, Susan
Dowty,S.E., |
Building Slice. |
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S.K. Ghosh Associates,Inc. |
By: Marios Panagiotou, Jose Restrepo, Joel
Conte, Robert |
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Englekirk, University of
CA-San Diego |
| BREAK |
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IBC |
Existing Building Rehabilitation |
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| 3:30p-4:15p |
Design of The New Tropicana Hotel and Resort in Las Vegas, Nevada Using the 2003 IBC. |
Historic meets High-Tech: The Griffith Observatory Expansion and Renovation |
| Author / Presenter |
By: Derrick Roorda, S.E., Ronald Polivka,Ph.D |
By: Kenneth Wong, S.E.,
Miyamoto International, Inc. |
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DeSimone Consulting
Engineers,PLLC |
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| 4:15p-5:00p |
Seismic Desing of a
Buckling-Restrained Braced Frame (BRBF) Building to U.S. Steel Design Standards |
Issues Implementing FEMA 356 with URM Infilled Steel Frames. |
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By: Rami Elhassan, Ph.D, David
Pomerleau, S.E., |
| Author / Presenter |
By: Walterio Lopez, S.E.,
Rutherford & Chekene Associates, |
Kyung-Sik Lee, Ph.D,
Integrated Design Services, Inc. |
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Yuki Nakayama, P.E., Kajima
Corporation |
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FRIDAY |
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Track One |
Track Two |
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New Building Design |
Business Topics |
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| 8:00a-8:45a |
A Simplified Method for Performance Based Design of Based Design of Concrete and Masonry Walls |
Keeping Project Management on the Success Track |
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| Author / Presenter |
By: Chukwuma S. Ekwueme, S.E., Weidlinger
Associates |
By: Douglas Rawson |
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| 8:45a-9:30a |
Design Verification of
a New Eccentric Braced Frame High-Rise Building using Performance Based Nonlinear Analysis |
Valuation and Ownership Transition Trends in the Engineering & Construction Industry |
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| Author / Presenter |
By: Saiful Islam, Ph.D, Tom
Bouquet, S.E., Matthew Skokan, Ph.D, Sampson Huang,Ph.D, Saiful/Bouqet Structural Eng. |
By: Scott Kolbrenner |
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| BREAK |
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| 10:15a-11:45a |
KEYNOTE SESSION Dr. Lucy Jones, U.S.G.S. and Excellence in Engineering Awards
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| LUNCH |
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Evaluation & Testing |
Existing
Building Rehabilitation |
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| 1:40p-2:25p |
Evaluation of
Nonstructural Seismic Restraints for Biotechnical Facilities |
Evaluation and Repair of Exiting Post-tensioned Buildings with Paper-wrapped
Tendons Experiencing Corrosion Damage |
| Author / Presenter |
By: Bill Joerger, S.E., ISAT Seismic Bracing |
By:
K. Dirk Bondy,S.E., Seneca Structural Engineering,Inc. |
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| 2:25p-3:10p |
Limiting Net Section
Fracture of HSS Sections |
Retrofit of Moment Frame Hospital Building Damaged in Northridge Earthquake with Steel Plate Shear Walls |
| Author / Presenter |
By: Frances Yang, Stephen
Mahin, Yuli Huang, Patxi Uriz |
By:
Sean McNeill, Degenkolb Engineers |
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| 3:10p-3:45p |
Floor Vibration
Evaluation and Mitigation Strategies for Steel-Framed Structures |
Viscous Fluid Damper Retrofit of Pre-Northridge Steel Moment Frame Structures |
| Author / Presenter |
By: Amir S.J. Gilani,Ph.D,
H.Kit Miyamoto,M.S., S.E. |
By: Saif Hussein, S.E., Dennis Firth, S.E., Paul Benschoten, |
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Miyamoto International, Inc. |
S.E., Arvind Nerurkar, P.E., Mohamed Satari, Ph.D, Tesfaye Guttema, Ph.D, Coffman Engineers, Inc. |
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