- Effect of Aspect Ratio on Fire Resistance of Hollow Core Concrete Floors.
- R. P. Dhakal J. Chang ; A.H. Buchanan
- Fire Technology, Vol. 46, No. 1, pages 201-216.
- Book Title / Journal:
- Year: 2010 , Volume: , Series:
- Structure types ; Concrete structures
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- Overview of the Jan. 12 earthquake and future seismic hazards Presentation.
- Eric Calais
- Book Title / Journal:
- Year: 2010 , Volume: , Series:
- Earthquake engineering
- Description
- Rebuilding for Resilience: How Science and Engineering Can Inform Haiti's Reconstruction, Seminar organized by Incorporated Research Institutions for Seismology and hosted by University of Miami, March 2010.
PDF |
- Engineering perspective on the vulnerabilities of the built environment in Haiti Presentation.
- Reggie DesRoches
- Book Title / Journal:
- Year: 2010 , Volume: , Series:
- Earthquake engineering
- Description
- Rebuilding for Resilience: How Science and Engineering Can Inform Haiti's Reconstruction, Seminar organized by Incorporated Research Institutions for Seismology and hosted by University of Miami, March 2010.
PDF |
- Preliminary results of multi-hazard assessment Presentation.
- Sergio Mora-Castro
- Book Title / Journal:
- Year: 2010 , Volume: , Series:
- Earthquake engineering
- Description
- Rebuilding for Resilience: How Science and Engineering Can Inform Haiti's Reconstruction, Seminar organized by Incorporated Research Institutions for Seismology and hosted by University of Miami, March 2010.
PDF |
- Performance evaluation of shape-memory-alloy superelastic behavior to control a stay cable in cable-stayed bridges
- O.B. Mekki ; F. Auricchio
- Book Title / Journal: International Journal of Non-Linear Mechanics
- Year: 2010 , Volume: , Series:
- Bridge management ; Bridges
- Keywords: Shape-memory alloys ; Superelastic
- Description
- This paper focuses on introducing and investigating the performance of a new passive control device for
stay cable in cable-stayed bridges made with shape-memory alloys (SMA). The superelasticity and
damping capability of SMA is sought in this study to develop a supplementary energy dissipation device
for stay cable. A linear model of a sag cable and a one-dimensional constitutive model for the SMA are
used. The problem of the optimal design of the device is studied. In the optimization problem, an energy criterion associated with the concept of optimal performance of the hysteretic connection is used. The maximum dissipation energy depends on the cross-sectional area, the length, and the location of the SMA on the cable. The effectiveness of the SMA damper in controlling the cable displacement is assessed. Furthermore, a study is conducted to determine the sensitivity of the cable response to the properties of the SMA device. The comparison between the SMA damper and a more classical passive control energy dissipation device, i.e., the tuned mass damper (TMD), is carried out. The numerical results show the effectiveness of the SMA damper to damp the high free vibration and the harmonic vibration better than an optimal TMD.
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- The recovery experience after the Kobe earthquake.
- Tomio Saito
- Book Title / Journal:
- Year: 2010 , Volume: , Series:
- Earthquake engineering
- Description
- Rebuilding for Resilience: How Science and Engineering Can Inform Haiti's Reconstruction, Seminar organized by Incorporated Research Institutions for Seismology and hosted by University of Miami, March 2010.
PDF |
- Probabilistic Seismic Lifeline Risk Assessment Using Efficient Sampling and Data Reduction Techniques.
- N. Jayaram
- Ph. D. Thesis, Dept. of Civil and Environmental Engineering, Stanford University, Stanford, CA.
- Book Title / Journal:
- Year: 2010 , Volume: , Series:
- Earthquake engineering
PDF |
- Efficient sampling and data reduction techniques for probabilistic seismic lifeline risk assessment.
- N. Jayaram ; J. Baker
- Earthquake Engineering & Structural Dynamics, Vol. 39, No. 10, pages 1109-1131.
- Book Title / Journal:
- Year: 2010 , Volume: , Series:
- Earthquake engineering
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- Assessment of hollow-core floors for seismic performance
- R. Fenwick ; D.K. Bull ; D. Gardiner
- University of Canterbury, Civil and Natural Resources Engineering.
- Book Title / Journal:
- Year: 2010 , Volume: , Series:
- Earthquake engineering
PDF |
- Simple methods to evaluate structural irregularity effects.
- V.K. Sadashiva ; B.L. Deam ; G.A. MacRae
- Wellington, New Zealand: 2010 New Zealand Society of Earthquake Engineering Conference (NZSEE), In 2010 NZSEE Conference Proceedings, Paper 12.
- Book Title / Journal:
- Year: 2010 , Volume: , Series:
- Earthquake engineering
PDF |
- Emergence and role of cultural boundary spanners in global engineering project networks.
- L. Lin ; N. Naumoski ; M. Saatcioglu ; S. Foo ; M.K. Di Marco ; J.E. Taylor ; P. Alin
- Journal of Management in Engineering, ASCE, pages 123-132.
- Book Title / Journal:
- Year: 2010 , Volume: , Series:
- Other Structural
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- Seismic design of cast-in-place concrete diaphragms, chords, and collectors
- J.P. Moehle ; J.D. Hooper ; D.C. Kelly ; T.R. Meyer
- Book Title / Journal:
- Year: 2010 , Volume: , Series:
- Earthquake engineering
- Description
- NEHRP Seismic Design Technical Brief No. 3, produced by the NEHRP Consultants Joint Venture, a partnership of the Applied Technology Council and the Consortium of Universities for Research in Earthquake Engineering, for the National Institute of Standards and Technology, Gaithersburg, MD, NIST GCR 10-917-4
PDF |
- Specification for structural steel buildings (ANSI/AISC 360-10)
- Committee on Specifications. AISC
- Book Title / Journal:
- Year: 2010 , Volume: , Series:
- Standards and Design Codes
PDF |
- Bi-directional behavior and design of controlled rocking 4-Legged bridge steel truss piers.
- M. Pollino ; M. Bruneau
- ASCE Journal of Structural Engineering, Vol. 136, No. 12, pages 1512-1522.
- Book Title / Journal:
- Year: 2010 , Volume: , Series:
- Earthquake engineering
PDF |
- Seismic testing of a bridge truss pier designed for controlled rocking
- M. Pollino ; M. Bruneau
- ASCE Journal of Structural Engineering, Vol. 136, No. 12, pages 1523-1532.
- Book Title / Journal:
- Year: 2010 , Volume: , Series:
- Earthquake engineering
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