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    Quasi-Static Testing of Posttensioned Nonemulative Column-Footing Connections for Bridge Piers 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 006
    Author(s): Samuel White; Alessandro Palermo
    Publisher: American Society of Civil Engineers
    Abstract: Accelerated bridge construction (ABC) is gaining popularity because it offers a number of advantages over conventional methods of construction. Prefabrication of bridge components for rapid on-site assembly is a highly ...
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    Characterization of Filler-Free Buckling Restrained Fuse-Type Energy Dissipation Device for Seismic Applications 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 005
    Author(s): Royce Liu; Alessandro Palermo
    Publisher: ASCE
    Abstract: The grooved-type dissipater is an axial, metal hysteretic dissipative device. It is an alternative to the epoxy- or grout-filled buckling restrained fuse (BRF)-type dissipater. This device consists of a mild steel rod which ...
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    Low-Damage Seismic Design for Accelerated Bridge Construction 

    Source: Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 007
    Author(s): Mustafa Mashal; Alessandro Palermo
    Publisher: American Society of Civil Engineers
    Abstract: In this research, a low-damage seismic design technology has been proposed for accelerated bridge construction (ABC). ABC low damage aims to minimize, and potentially eliminate, damage in a precast bridge during an earthquake. ...
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    Monitoring Dynamic Properties of a Pres-Lam Structure: Trimble Navigation Office 

    Source: Journal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 001
    Author(s): Gabriele Granello; Alessandro Palermo
    Publisher: ASCE
    Abstract: Pres-Lam technology relies on unbonded post-tensioning tendons to provide moment capacity to timber beam-column, wall-foundation, or column-foundation connections. When designing buildings for high-seismic-risk areas, ...
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    Quasi-Static Cyclic Testing of Hybrid Posttensioned Bridge Column Supported on a Monopile Foundation 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 011:;page 04022111
    Author(s): Sabina Piras; Alessandro Palermo; Gabriele Chiaro
    Publisher: ASCE
    Abstract: In this research, a low-damage posttensioned rocking solution referred to as dissipative controlled rocking (DCR) connection is proposed for bridge columns supported on monopile foundations. The DCR connection is a low-damage ...
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    Effects of Corrosion on Stress–Strain Behavior of Confined Concrete 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 007:;page 04021087-1
    Author(s): Kaveh Andisheh; Allan Scott; Alessandro Palermo
    Publisher: ASCE
    Abstract: An analytical model is proposed to predict the stress–strain relationship of confined concrete subjected to reinforcement corrosion. The stress–strain graph of confined concrete with corroded reinforcement was predicted ...
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    Finite-Element Validation of U-Shaped Flexural Plates Integrated into a Novel Brace Dissipator 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 009:;page 04024110-1
    Author(s): Yan Chen; Alessandro Palermo; Mustafa Mashal
    Publisher: American Society of Civil Engineers
    Abstract: Metallic dissipators have gained considerable attention in the seismic structural design industry in recent years because of their ability to provide stable hysteresis behavior and excellent energy dissipation capacity. ...
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    Impact of Artificial Corrosion Technique under Variable Acceleration on Morphological Efficacy in Reinforced Concrete Elements 

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 002:;page 04024520-1
    Author(s): Benjamin Matthews; Alessandro Palermo; Allan Scott
    Publisher: American Society of Civil Engineers
    Abstract: The popularity of artificially accelerated methodologies for inducing corrosion in reinforced concrete (RC) elements has increased exponentially over recent decades due to their ability to achieve broad damage spectra ...
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    Development and Testing of an Alternative Dissipative Posttensioned Rocking Timber Wall with Boundary Columns 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 004
    Author(s): Francesco Sarti; Alessandro Palermo; Stefano Pampanin
    Publisher: American Society of Civil Engineers
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    Quasi-Static Cyclic Testing of Two-Thirds Scale Unbonded Posttensioned Rocking Dissipative Timber Walls 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 004
    Author(s): Francesco Sarti; Alessandro Palermo; Stefano Pampanin
    Publisher: American Society of Civil Engineers
    Abstract: Posttensioning low-damage technologies were first developed in the late 1990s as the main outcome of the U.S. Precast Seismic Structural System (PRESSS) program coordinated by the University of California, San Diego, and ...
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