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    Appropriate Overstrength of Shear Reinforcement in Precast Concrete Diaphragms 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 011
    Author(s): R. B. Fleischman; G. Wan
    Publisher: American Society of Civil Engineers
    Abstract: Current precast concrete diaphragm design may not necessarily protect the diaphragm from a nonductile shear failure in an overload situation. As evidence exists that diaphragms can attract large inertial loads during strong ...
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    Effect of Spandrel Beam to Double Tee Connection Characteristic on Flexure-Controlled Precast Diaphragms 

    Source: Journal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 002
    Author(s): G. Wan; R. B. Fleischman; D. Zhang
    Publisher: American Society of Civil Engineers
    Abstract: Precast spandrel beams are often used on the perimeter of precast buildings to support the precast floor units. These elements are typically not considered part of the lateral force resisting system. However, the presence ...
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    Experimental Evaluation of Pretopped Precast Diaphragm Critical Flexure Joint under Seismic Demands 

    Source: Journal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 010
    Author(s): D. Zhang; R. B. Fleischman; C. J. Naito; R. Ren
    Publisher: American Society of Civil Engineers
    Abstract: Precast concrete diaphragm seismic response is examined in experimental research integrating model-based simulation with physical testing. The experimental substructure is the diaphragm critical flexural region of a prototype ...
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    Precast Diaphragm Response in Half-Scale Shake Table Test 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 005
    Author(s): D. Zhang;R. B. Fleischman;M. J. Schoettler;J. I. Restrepo;M. Mielke
    Publisher: American Society of Civil Engineers
    Abstract: This paper summarizes key diaphragm response parameters observed during the shake table testing of a three-story precast concrete structure built at half-scale. The test structure geometry possessed an aspect ratio in plan ...
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    Precast Diaphragm Response in Half-Scale Shake Table Test 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 005
    Author(s): D. Zhang; R. B. Fleischman; M. J. Schoettler; J. I. Restrepo; M. Mielke
    Publisher: American Society of Civil Engineers
    Abstract: This paper summarizes key diaphragm response parameters observed during the shake table testing of a three-story precast concrete structure built at half-scale. The test structure geometry possessed an aspect ratio in plan ...
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