- Special Perforated Steel Plate Shear Walls with Reduced Beam Section Anchor Beams. I: Experimental Investigation
- D. Vian ; M. Bruneau ; Y.-C. Lin ; K.C. Tsai
- Journal of Structural Engineering, Vol. 135, No. 3, pp. 211-220. ASCE
- Book Title / Journal:
- Year: 2009 , Volume: , Series:
- Structure types ; Steel structures
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- Special Perforated Steel Plate Shear Walls with Reduced Beam Section Anchor Beams. II: Analysis and Design Recommendations
- D. Vian ; M. Bruneau ; R. Purba
- Journal of Structural Engineering, Vol. 135, No. 3, pp. 221-228. ASCE
- Book Title / Journal:
- Year: 2009 , Volume: , Series:
- Structure types ; Steel structures
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- Experimental Response of Buildings Designed with Metallic Structural Fuses. II
- R. Vargas ; M. Bruneau
- Journal of Structural Engineering, Vol. 135, No. 4, pp. 394-403. ASCE
- Book Title / Journal:
- Year: 2009 , Volume: , Series:
- Earthquake engineering
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- Seismic Vulnerability Evaluation of Axially Loaded Steel Built-up Laced Members - I: Experimental Results
- K. Lee ; M. Bruneau
- Earthquake Engineering and Engineering Vibrations Journal, Vol. 7, No. 2, pp. 113-124
- Book Title / Journal:
- Year: 2008 , Volume: , Series:
- Earthquake engineering
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- Seismic Vulnerability Evaluation of Axially Loaded Steel Built-up Laced Members - II: Evaluations
- K. Lee ; M. Bruneau
- Earthquake Engineering and Engineering Vibrations Journal, Vol. 7, No. 2, pp. 125-136
- Book Title / Journal:
- Year: 2008 , Volume: , Series:
- Earthquake engineering
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- Tubular Links for Eccentrically Braced Frames, I: Finite Element Parametric Study
- M. Bruneau ; J. Berman
- ASCE Journal of Structural Engineering, Vol. 134, No. 5, pp. 692-701
- Book Title / Journal:
- Year: 2008 , Volume: , Series:
- Earthquake engineering
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- Tubular Links for Eccentrically Braced Frames, II: Experimental Verification
- M. Bruneau ; J. Berman
- ASCE Journal of Structural Engineering, Vol. 134, No. 5, pp. 702-712
- Book Title / Journal:
- Year: 2008 , Volume: , Series:
- Earthquake engineering
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- Testing of Full-Scale Two-Story Steel Plate Shear Wall with Reduced Beam Section Connections and Composite Floors
- B. Qu ; M. Bruneau ; C.-C.J. Lin ; K.C. Tsai
- ASCE Journal of Structural Engineering, Vol. 134, No.3, pp. 364-373
- Book Title / Journal:
- Year: 2008 , Volume: , Series:
- Earthquake engineering
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- Capacity Design of Vertical Boundary Elements in Steel Plate Shear Walls
- M. Bruneau ; J. Berman
- AISC Engineering Journal, Vol. 45, No. 1, pp. 57-71
- Book Title / Journal:
- Year: 2008 , Volume: , Series:
- Earthquake engineering
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- Dynamic Seismic Response of Controlled Rocking Bridge Steel Truss Piers
- M. Pollino ; M. Bruneau
- Engineering Structures, Science Direct, Vol.30, No.6, p.1667-1676. Elsevier Ltd
- Book Title / Journal:
- Year: 2008 , Volume: , Series:
- Earthquake engineering
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- Development of a Steel Plate Shear Wall Bridge Pier System Conceived from a Multi-Hazard PerspectiveDevelopment of a Steel Plate Shear Wall Bridge Pier System Conceived from a Multi-Hazard Perspective
- D. Keller ; M. Bruneau
- Book Title / Journal: MCEER-08-0030
- Year: 2008 , Volume: , Series:
- Bridge management ; Bridges
- Keywords: Steel plate shear walls (SPSW) ; Multi-hazard designs ; Nonlinear finite element (FE) analyses ; Ductility demands ; Seismic excitation
- Description
- This report introduces an innovative and integrative concept of a bridge box pier system that incorporates Steel Plate Shear Walls (SPSW) to resist multiple hazards including earthquakes, vehicle collisions, tsunamis (and indirectly storm surges), and blasts. The proposed bridge concept simultaneously considers the constraints and demands for each hazard of interest. Simplified approaches for multi-hazard analyses and design are presented. Additionally, nonlinear finite element analyses are performed to better understand the system’s behavior. It is found that the system has adequate ductility, redundancy, and strength to resist each of the hazards. The system resists the seismic hazard through tension field action in the plates over the pier’s height. For collision hazards, the steel plates mitigate global deformations of the piers by developing tension field action. It is also observed that the proposed SPSW pier system has significant capacity against tsunami demands, where the pier’s plates are considered sacrificial and the columns remain essentially elastic. Barring local failure, the columns have the deformation capacity necessary to resist the deformations imposed by blast loads.
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- Seismic Retrofit of Bridge Steel Truss Piers Using a Controlled Rocking Approach
- M. Pollino ; M. Bruneau
- ASCE Journal of Bridge Engineering, Vol.12, No.5, pp.600-610
- Book Title / Journal:
- Year: 2007 , Volume: , Series:
- Repair and Retrofit of Structures
- Keywords: Bridges
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- Effect of Supplemental Viscous Damping on the Seismic Response of Structural Systems with Metallic Dampers
- R. Vargas ; M. Bruneau
- ASCE Journal of Structural Engineering, Vol. 133, No.10, pp.1434-1444
- Book Title / Journal:
- Year: 2007 , Volume: , Series:
- Earthquake engineering
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- Exploring the Concept of Seismic Resilience for Acute Care Facilities
- M. Bruneau ; A. Reinhorn
- EERI Spectra Journal, Vol.23, No.1, pp.41-62. Earthquake Engineering Research Institute
- Book Title / Journal:
- Year: 2007 , Volume: , Series:
- Earthquake engineering
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- Experimental and Analytical Investigation of Tubular Links for Eccentrically Braced Frames
- J. Berman ; M. Bruneau
- Engineering Structures Journal, Vol.29, No.8, pp.1929-1938. Science Direct, Elsevier Ltd
- Book Title / Journal:
- Year: 2007 , Volume: , Series:
- Structure types ; Steel structures
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