Search Results - "Fleischman, R. B."

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  1. 1

    Precast Diaphragm Response in Half-Scale Shake Table Test by Zhang, D, Fleischman, R. B, Schoettler, M. J, Restrepo, J. I, Mielke, M

    “…AbstractThis paper summarizes key diaphragm response parameters observed during the shake table testing of a three-story precast concrete structure built at…”
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    Journal Article
  2. 2

    Integrated Analytical and Experimental Research to Develop a New Seismic Design Methodology for Precast Concrete Diaphragms by Fleischman, R. B, Restrepo, J. I, Naito, C. J, Sause, R, Zhang, D, Schoettler, M

    “…AbstractA new seismic diaphragm design methodology has been developed for precast concrete floor diaphragms. The knowledge required to create the design…”
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    Journal Article
  3. 3

    Effect of Spandrel Beam to Double Tee Connection Characteristic on Flexure-Controlled Precast Diaphragms by Wan, G, Fleischman, R. B, Zhang, D

    “…Precast spandrel beams are often used on the perimeter of precast buildings to support the precast floor units. These elements are typically not considered…”
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  4. 4

    A cast modular bracing system for steel special concentrically braced frames by Ward, K.M., Fleischman, R.B., Federico, G.

    Published in Engineering structures (01-12-2012)
    “…► Cast modular ductile bracing system is being developed as alternative to steel SBCFs. ► Capacity design factors have been developed to control the plastic…”
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    Journal Article
  5. 5

    Appropriate Overstrength of Shear Reinforcement in Precast Concrete Diaphragms by Fleischman, R. B, Wan, G

    “…Current precast concrete diaphragm design may not necessarily protect the diaphragm from a nonductile shear failure in an overload situation. As evidence…”
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    Journal Article
  6. 6

    Dynamic behavior of perimeter lateral-system structures with flexible diaphragms by Fleischman, R. B., Farrow, K. T.

    “…Building structures are typically designed using the assumption that the floor systems serve as a rigid diaphragm between the vertical elements of the lateral…”
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    Journal Article
  7. 7

    Experimental Evaluation of Pretopped Precast Diaphragm Critical Flexure Joint under Seismic Demands by Zhang, D, Fleischman, R. B, Naito, C. J, Ren, R

    “…Precast concrete diaphragm seismic response is examined in experimental research integrating model-based simulation with physical testing. The experimental…”
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    Journal Article
  8. 8

    Seismic performance of perimeter lateral-system structures with highly flexible diaphragms by Fleischman, Robert B, Farrow, Kenneth T, Eastman, Kristin

    Published in Earthquake spectra (01-05-2002)
    “…Building structures are typically designed using the assumption that the floor systems serve as a rigid diaphragm between the vertical elements of the lateral…”
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    Journal Article
  9. 9

    Buckling control of cast modular ductile bracing system for seismic-resistant steel frames by Federico, G., Fleischman, R.B., Ward, K.M.

    Published in Journal of constructional steel research (01-04-2012)
    “…The buckling behavior of a new ductile bracing concept for steel structures is examined. The system makes use of cast components introduced at the ends and the…”
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    Journal Article
  10. 10

    Cast Modular Panel Zone Node for Steel Special Moment Frames. I: Analytical Development by Fleischman, Robert B, Li, Xuejun, Pan, Yong, Sumer, Ali

    “…A panel zone dissipator modular node (PZ-MN) has been developed for use in seismic-resistant steel moment frames. The PZ-MN is configured directly for optimal…”
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    Journal Article
  11. 11

    Cast Modular Panel Zone Node for Steel Special Moment Frames. II: Experimental Verification and System Evaluation by Fleischman, Robert B, Palmer, Nathan J, Wan, Ge, Li, Xuejun

    “…A companion paper has described the analytical development of a panel zone dissipator modular node (PZ-MN) prototype for use in seismic-resistant steel moment…”
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  12. 12

    Optimum Arm Geometry for Ductile Modular Connectors by Fleischman, Robert B, Sumer, Ali

    “…A cast modular connector (MC) has been developed for use as an energy dissipating detail in seismic-resistant bolted steel moment frames. The MC relies on a…”
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    Journal Article