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Carrion-Cabrera, Homero / Bruneau, Michel (2024): Shake Table Testing of Bidirectional Ductile Diagraphs with Buckling‐Restrained Braces in V-shaped configuration. In: Engineering Structures, v. 317 (October 2024).
https://doi.org/10.1016/j.engstruct.2024.118627
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Bruneau, Michel / Berman, Jeffrey W. / Lopez-Garcia, Diego / Vian, Darren (2007): A Review of Steel Plate Shear Wall Design Requirements and Research. In: Engineering Journal, v. 44, n. 1 (March 2007).
https://doi.org/10.62913/engj.v44i1.898
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Kenarangi, Hadi / Bruneau, Michel / Varma, Amit H. / Ahmad, Mubashshir (2021): Simplified Equations for Shear Strength of Composite Concrete-Filled Steel Tubes. In: Engineering Journal, v. 58, n. 3 (September 2021).
https://doi.org/10.62913/engj.v58i3.1178
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Carrion-Cabrera, Homero / Bruneau, Michel (2022): Seismic response of regular multi-span bridges having buckling-restrained braces in their longitudinal direction. In: Engineering Structures, v. 259 (May 2022).
https://doi.org/10.1016/j.engstruct.2022.114127
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Dowden, Daniel M. / Bruneau, Michel (2022): Shake table testing of perforated steel plate shear wall having light gauge bolted infill panels. In: Journal of Constructional Steel Research, v. 188 (January 2022).
https://doi.org/10.1016/j.jcsr.2021.107030
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Kizilarslan, Emre / Broberg, Morgan / Shafaei, Soheil / Varma, Amit H. / Bruneau, Michel (2021): Seismic design coefficients and factors for coupled composite plate shear walls/concrete filled (CC-PSW/CF). In: Engineering Structures, v. 244 (October 2021).
https://doi.org/10.1016/j.engstruct.2021.112766
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Bruneau, Michel (2005): Seismic Risk: Why it Should be Considered and Impediments to Implementation — An Earthquake Center Perspective. Presented at: 2005 Structures Congress: Metropolis and Beyond & 2005 Forensic Engineering Symposium, New York (New York), USA, 20-24 April 2005.
https://doi.org/10.1061/40753(171)203
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Kenarangi, Hadi / Bruneau, Michel (2020): Shear Strength of Composite Circular Reinforced Concrete–Filled Steel Tubes. In: Journal of Structural Engineering (ASCE), v. 146, n. 1 (January 2020).
https://doi.org/10.1061/(asce)st.1943-541x.0002456
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Clayton, Patricia M. / Dowden, Daniel M. / Purba, Ronny / Berman, Jeffrey W. / Lowes, Laura N. / Bruneau, Michel (2011): Seismic Design and Analysis of Self-Centering Steel Plate Shear Walls. Presented at: Structures Congress 2011, Las Vegas, Nevada, April 14-16, 2011.
https://doi.org/10.1061/41171(401)66
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Lee, Kangmin / Bruneau, Michel (2008): Seismic vulnerability evaluation of axially loaded steel built-up laced members II: evaluations. In: Earthquake Engineering and Engineering Vibration, v. 7, n. 2 (June 2008).
https://doi.org/10.1007/s11803-008-0832-9
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Lee, Kangmin / Bruneau, Michel (2008): Seismic vulnerability evaluation of axially loaded steel built-up laced members I: experimental results. In: Earthquake Engineering and Engineering Vibration, v. 7, n. 2 (June 2008).
https://doi.org/10.1007/s11803-008-0831-x
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Cimellaro, Gian Paolo / Reinhorn, Andrei M. / Bruneau, Michel (2010): Seismic resilience of a hospital system. In: Structure and Infrastructure Engineering, v. 6, n. 1-2 (April 2010).
https://doi.org/10.1080/15732470802663847
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Dicleli, Murat / Bruneau, Michel (1995): Seismic performance of multispan simply supported slab-on-girder steel highway bridges. In: Engineering Structures, v. 17, n. 1 (January 1995).
https://doi.org/10.1016/0141-0296(95)91036-z
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Celik, Oguz C. / Bruneau, Michel (2009): Seismic behavior of bidirectional-resistant ductile end diaphragms with buckling restrained braces in straight steel bridges. In: Engineering Structures, v. 31, n. 2 (February 2009).
https://doi.org/10.1016/j.engstruct.2008.08.013
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Purba, Ronny / Bruneau, Michel (2015): Seismic Performance of Steel Plate Shear Walls Considering Two Different Design Philosophies of Infill Plates. II: Assessment of Collapse Potential. In: Journal of Structural Engineering (ASCE), v. 141, n. 6 (June 2015).
https://doi.org/10.1061/(asce)st.1943-541x.0001097
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Purba, Ronny / Bruneau, Michel (2015): Seismic Performance of Steel Plate Shear Walls Considering Two Different Design Philosophies of Infill Plates. I: Deterioration Model Development. In: Journal of Structural Engineering (ASCE), v. 141, n. 6 (June 2015).
https://doi.org/10.1061/(asce)st.1943-541x.0001098
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Taghdi, Mustafa / Bruneau, Michel / Saatcioglu, Murat (2000): Seismic Retrofitting of Low-Rise Masonry and Concrete Walls Using Steel Strips. In: Journal of Structural Engineering (ASCE), v. 126, n. 9 (September 2000).
https://doi.org/10.1061/(asce)0733-9445(2000)126:9(1017)
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Bruneau, Michel / Engelhardt, Michael / Filiatrault, Andre / Goel, S. C. / Itani, Ahmad / Hajjar, Jerome / Leon, Roberto / Ricles, James / Stojadinović, Božidar / Uang, Chia-Ming (2005): Review of selected recent research on US seismic design and retrofit strategies for steel structures. In: Progress in Structural Engineering and Materials, v. 7, n. 3 ( 2005).
https://doi.org/10.1002/pse.192
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Clayton, Patricia M. / Dowden, Daniel M. / Li, Chao-Hsien / Berman, Jeffrey W. / Bruneau, Michel / Lowes, Laura N. / Tsai, Keh-Chuan (2016): Self-centering steel plate shear walls for improving seismic resilience. In: Frontiers of Structural and Civil Engineering, v. 10, n. 3 (August 2016).
https://doi.org/10.1007/s11709-016-0344-z
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Bruneau, Michel (1994): Seismic evaluation of unreinforced masonry buildings — a state-of-the-art report. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 21, n. 3 (June 1994).
https://doi.org/10.1139/l94-054
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Bruneau, Michel / Cohen, Julie Mark (1994): Review of NBCC earthquake-resistant design requirements for cladding connectors. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 21, n. 3 (June 1994).
https://doi.org/10.1139/l94-049
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Tremblay, Robert / Filiatrault, Andre / Bruneau, Michel / Nakashima, Masayoshi / Prion, Helmut G. L. / DeVall, Ron (1996): Seismic design of steel buildings: lessons from the 1995 Hyogo-ken Nanbu earthquake. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 23, n. 3 (June 1996).
https://doi.org/10.1139/l96-885
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Bruneau, Michel / Marson, Julia (2004): Seismic Design of Concrete-Filled Circular Steel Bridge Piers. In: Journal of Bridge Engineering (ASCE), v. 9, n. 1 (January 2004).
https://doi.org/10.1061/(asce)1084-0702(2004)9:1(24)
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Itani, Ahmad M. / Bruneau, Michel / Carden, Lyle / Buckle, Ian G. (2004): Seismic Behavior of Steel Girder Bridge Superstructures. In: Journal of Bridge Engineering (ASCE), v. 9, n. 3 (May 2004).
https://doi.org/10.1061/(asce)1084-0702(2004)9:3(243)
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Pollino, Michael / Bruneau, Michel (2007): Seismic Retrofit of Bridge Steel Truss Piers Using a Controlled Rocking Approach. In: Journal of Bridge Engineering (ASCE), v. 12, n. 5 (September 2007).
https://doi.org/10.1061/(asce)1084-0702(2007)12:5(600)
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Dicleli, Murat / Bruneau, Michel (1995): Seismic Performance of Single-Span Simply Supported and Continuous Slab-on-Girder Steel Highway Bridges. In: Journal of Structural Engineering (ASCE), v. 121, n. 10 (October 1995).
https://doi.org/10.1061/(asce)0733-9445(1995)121:10(1497)
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Pollino, Michael / Bruneau, Michel (2010): Seismic Testing of a Bridge Steel Truss Pier Designed for Controlled Rocking. In: Journal of Structural Engineering (ASCE), v. 136, n. 12 (December 2010).
https://doi.org/10.1061/(asce)st.1943-541x.0000261
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Paquette, Jocelyn / Bruneau, Michel / Brzev, Svetlana (2004): Seismic Testing of Repaired Unreinforced Masonry Building having Flexible Diaphragm. In: Journal of Structural Engineering (ASCE), v. 130, n. 10 (October 2004).
https://doi.org/10.1061/(asce)0733-9445(2004)130:10(1487)
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Stucki, Conor / Bruneau, Michel (2018): Reduction of Seismic Acceleration Parameters for Temporary Bridge Design. In: Journal of Bridge Engineering (ASCE), v. 23, n. 10 (October 2018).
https://doi.org/10.1061/(asce)be.1943-5592.0001292
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Cui, Shenlei / Bruneau, Michel / Kasalanati, Amarnath (2016): Seismic Response Case Study of Isolated Floor System Having Special Biaxial Spring Units. In: Journal of Structural Engineering (ASCE), v. 142, n. 12 (December 2016).
https://doi.org/10.1061/(asce)st.1943-541x.0001596