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    Quantifying Bonding Characteristics between UHPC and Normal-Strength Concrete for Bridge Deck Application 

    Source: Journal of Bridge Engineering:;2019:;Volume (024):;issue:006
    Author(s): Sriram Aaleti;Sri Sritharan
    Publisher: American Society of Civil Engineers
    Abstract: Ultrahigh performance concrete (UHPC) is an advanced cementitious material which has excellent mechanical and durability properties, making it appropriate for the rehabilitation of concrete structures. This paper investigates ...
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    Quantifying Bonding Characteristics between UHPC and Normal-Strength Concrete for Bridge Deck Application 

    Source: Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 006
    Author(s): Sriram Aaleti; Sri Sritharan
    Publisher: American Society of Civil Engineers
    Abstract: Ultrahigh performance concrete (UHPC) is an advanced cementitious material which has excellent mechanical and durability properties, making it appropriate for the rehabilitation of concrete structures. This paper investigates ...
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    Reinforced-Concrete Shear Walls Retrofitted Using Weakening and Self-Centering: Numerical Modeling 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 007
    Author(s): Sina Basereh; Pinar Okumus; Sriram Aaleti
    Publisher: ASCE
    Abstract: This paper investigates a novel retrofit strategy for code-deficient reinforced-concrete (RC) shear walls that are vulnerable to undesirable failure modes. The strategy combines weakening by partially cutting the wall base ...
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    Experimental Investigation of Surface Preparation on Normal and Ultrahigh-Performance Concrete Interface Behavior 

    Source: Journal of Bridge Engineering:;2021:;Volume ( 026 ):;issue: 004:;page 04021010-1
    Author(s): Sumedh Sharma; Vidya Sagar Ronanki; Sriram Aaleti; Pinar Okumus
    Publisher: ASCE
    Abstract: Many bridges in the United States are classified as structurally deficient and many others are nearing the end of their design service life, necessitating robust and durable bridge rehabilitation methodologies. States’ ...
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    Experimental Investigation and Finite-Element Modeling of an Aluminum Energy Dissipater for Cross-Laminated Timber Walls under Reverse Cyclic Loading 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 004:;page 04021025-1
    Author(s): Kobir Hossain; Sriram Aaleti; Thang N. Dao
    Publisher: ASCE
    Abstract: Cross-laminated timber (CLT) panels with unbonded post-tensioning and a rocking mechanism can be used as a robust lateral load–resisting system (LLRS). The seismic performance of these systems can be improved further by ...
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    Bridge Decks with Precast UHPC Waffle Panels: A Field Evaluation and Design Optimization 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 001
    Author(s): Ebadollah Honarvar; Sri Sritharan; Jon Matthews Rouse; Sriram Aaleti
    Publisher: American Society of Civil Engineers
    Abstract: The first full-depth precast ultrahigh-performance concrete (UHPC) waffle panels have been designed and implemented in a bridge replacement project to use accelerated bridge construction and increase bridge deck longevity. ...
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    Concept and Finite-Element Modeling of New Steel Shear Connectors for Self-Centering Wall Systems 

    Source: Journal of Engineering Mechanics:;2010:;Volume ( 136 ):;issue: 002
    Author(s): Richard S. Henry; Sriram Aaleti; Sri Sritharan; Jason M. Ingham
    Publisher: American Society of Civil Engineers
    Abstract: Self-centering precast concrete walls have been found to provide excellent seismic resistance. Such systems typically exhibit low energy dissipation, requiring supplementary dissipating components to improve their seismic ...
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    Closure to “Cyclic Response of Reinforced Concrete Walls with Different Anchorage Details: Experimental Investigation” by Sriram Aaleti, Beth L. Brueggen, Benton Johnson, Catherine E. French, and Sri Sritharan 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 009
    Author(s): Sriram Aaleti; Beth L. Brueggen; Benton Johnson; Catherine E. French; Sri Sritharan
    Publisher: American Society of Civil Engineers
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    Hybrid System of Unbonded Post-Tensioned CLT Panels and Light-Frame Wood Shear Walls 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 002
    Author(s): Tu Xuan Ho; Thang Nguyen Dao; Sriram Aaleti; John W. van de Lindt; Douglas R. Rammer
    Publisher: American Society of Civil Engineers
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    Numerical Model for Creep Behavior of Axially Loaded CLT Panels 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 001
    Author(s): Tu T. Nguyen; Thang N. Dao; Sriram Aaleti; Kobir Hossain; Kenneth J. Fridley
    Publisher: American Society of Civil Engineers
    Abstract: The performance of post-tensioned rocking cross-laminated timber (CLT) panels depends on the ability to maintain the post-tensioned force in the strand. This post-tensioned force may change over time due to the creep ...
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