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    Flexural Behavior of Circular Concrete Filled FRP Shells 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 007
    Author(s): Andrew Davol; Rigoberto Burgueño; Frieder Seible
    Publisher: American Society of Civil Engineers
    Abstract: A new structural system has been developed that combines a fiber-reinforced polymer (FRP) shell with a concrete core for use as bending members in civil structural applications. The external fiber-reinforced shell in this ...
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    Influence of Inelastic Tower Links on Cable-Supported Bridge Response 

    Source: Journal of Bridge Engineering:;2005:;Volume ( 010 ):;issue: 003
    Author(s): Cole C. McDaniel; Frieder Seible
    Publisher: American Society of Civil Engineers
    Abstract: A new concept for bridge tower designs in seismic zones incorporates sacrificial link schemes that enable the tower shafts to remain elastic under large seismic excitation. In order to study the influence of inelastic tower ...
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    Stress Measurement and Defect Detection in Steel Strands by Guided Stress Waves 

    Source: Journal of Materials in Civil Engineering:;2003:;Volume ( 015 ):;issue: 003
    Author(s): Francesco Lanza di Scalea; Piervincenzo Rizzo; Frieder Seible
    Publisher: American Society of Civil Engineers
    Abstract: Health monitoring of steel strands is the subject of much research in the nondestructive evaluation and civil engineering communities. This paper deals with a guided stress wave method for stress monitoring and defect ...
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    External FRP Poststrengthening of Scaled Concrete Slabs 

    Source: Journal of Composites for Construction:;2001:;Volume ( 005 ):;issue: 002
    Author(s): Werner Seim; Matthias Hörman; Vistasp Karbhari; Frieder Seible
    Publisher: American Society of Civil Engineers
    Abstract: This research investigates the effect of externally bonded fiber-reinforced polymer composite strips and fabric to the soffit of scaled slabs. Thirteen slabs of size 2,290 × 480 × 102 mm were tested to failure with varying ...
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    Poststrengthening of Concrete Slabs: Full-Scale Testing and Design Recommendations 

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 006
    Author(s): Werner Seim; Alvaro Vasquez; Vistasp Karbhari; Frieder Seible
    Publisher: American Society of Civil Engineers
    Abstract: This paper reports on an experimental research project concerning the poststrengthening of concrete slabs with externally bonded carbon fiber reinforced polymers (CFRP). The two problems studied were strengthening in order ...
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    Cyclic Testing of Built-Up Steel Shear Links for the New Bay Bridge 

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 006
    Author(s): Cole C. McDaniel; Chia-Ming Uang; Frieder Seible
    Publisher: American Society of Civil Engineers
    Abstract: Tests were conducted on two prototype steel shear links for the main tower of the new San Francisco-Oakland Bay self-anchored suspension bridge to evaluate the link force and deformation capacities. The links were built-up ...
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    Seismic Retrofit of RC Columns with Continuous Carbon Fiber Jackets 

    Source: Journal of Composites for Construction:;1997:;Volume ( 001 ):;issue: 002
    Author(s): Frieder Seible; M. J. Nigel Priestley; Gilbert A. Hegemier; Donato Innamorato
    Publisher: American Society of Civil Engineers
    Abstract: The development, the validation, and the implementation of a new seismic retrofit system for reinforced concrete columns are described. The column jacketing system consists of continuous carbon fiber prepreg tows wound in ...
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    Assessment of a Steel-Free Fiber Reinforced Polymer-Composite Modular Bridge System 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 003
    Author(s): Lijuan Cheng; Lei Zhao; Vistasp M. Karbhari; Gilbert A. Hegemier; Frieder Seible
    Publisher: American Society of Civil Engineers
    Abstract: The paper describes the development and characterization of a modular bridge system incorporating fiber reinforced polymer (FRP) composite girders connected by stiffened FRP deck panels which serve as both formwork and ...
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    Experimental Performance of Concrete Columns with Composite Jackets under Blast Loading 

    Source: Journal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 001
    Author(s): Tonatiuh Rodriguez-Nikl; Chung-Sheng Lee; Gilbert A. Hegemier; Frieder Seible
    Publisher: American Society of Civil Engineers
    Abstract: Measures to prevent progressive collapse of structures include protection of critical elements such as columns. In support of this goal, nine tests were conducted to assess the as-built performance of typical columns and ...
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