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    Repair and Strengthening of Reinforced Concrete Beam-Column Joints with Fiber-Reinforced Polymer Composites 

    Source: Journal of Composites for Construction:;2012:;Volume ( 016 ):;issue: 005
    Author(s): Halil Sezen
    Publisher: American Society of Civil Engineers
    Abstract: Three exterior reinforced concrete beam-column joint specimens were tested under reverse cyclic loading. The joint region of these specimens suffered significant damage, whereas limited damage was observed in the beams. ...
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    High-Strength Concrete Columns Reinforced with Prefabricated Cage System 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 005
    Author(s): Halil Sezen; Mohammad Shamsai
    Publisher: American Society of Civil Engineers
    Abstract: A new steel reinforcement system is introduced to be used in concrete columns. This new reinforcement, named Prefabricated Cage System (PCS), is an alternative to the rebar cage used in traditional reinforced concrete for ...
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    Hysteretic Model for Reinforced Concrete Columns Including the Effect of Shear and Axial Load Failure 

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 002
    Author(s): Halil Sezen; Tanmoy Chowdhury
    Publisher: American Society of Civil Engineers
    Abstract: Recent strong earthquakes have shown that column failure is the primary cause of collapse in many existing older buildings and bridges. The main objective of this paper is to develop a macromodel to simulate the cyclic ...
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    Seismic Performance of Industrial Facilities Affected by the 1999 Turkey Earthquake 

    Source: Journal of Performance of Constructed Facilities:;2006:;Volume ( 020 ):;issue: 001
    Author(s): Halil Sezen; Andrew S. Whittaker
    Publisher: American Society of Civil Engineers
    Abstract: Approximately 40% of the heavy industry in Turkey was located in the region affected by the 1999
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    Shear Strength Model for Lightly Reinforced Concrete Columns 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 011
    Author(s): Halil Sezen; Jack P. Moehle
    Publisher: American Society of Civil Engineers
    Abstract: Parameters affecting the shear strength of reinforced concrete columns having a rectangular cross section and light transverse reinforcement are investigated using data from numerous column tests. A new model is proposed ...
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    Experimental Evaluation of Axial Behavior of Strengthened Circular Reinforced-Concrete Columns 

    Source: Journal of Bridge Engineering:;2011:;Volume ( 016 ):;issue: 002
    Author(s): Halil Sezen; Eric A. Miller
    Publisher: American Society of Civil Engineers
    Abstract: Insufficient or deteriorating reinforced-concrete piers in many existing bridges are required to be strengthened using economical, fast, and efficient methods. Currently, only a few methods can be used to strengthen circular ...
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    Load-Rating Procedures and Performance Evaluation of Metal Culverts 

    Source: Journal of Bridge Engineering:;2012:;Volume ( 017 ):;issue: 001
    Author(s): Kyong Y. Yeau; Halil Sezen
    Publisher: American Society of Civil Engineers
    Abstract: Load-rating factors are used to evaluate the service life or safety of culverts based on the culvert wall strength and soil cover depth over the culvert. Current culvert load-rating methods have deficiencies in identifying ...
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    Sustainable Structural Design Methodologies 

    Source: Practice Periodical on Structural Design and Construction:;2011:;Volume ( 016 ):;issue: 004
    Author(s): Joseph M. Danatzko; Halil Sezen
    Publisher: American Society of Civil Engineers
    Abstract: Modern society is demanding that the use of energy associated with construction and operation of structures be investigated during the planning and design phases. The engineering community has been striving to design more ...
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    Beam-on-Springs Modeling of Jointed Pipe Culverts 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 002
    Author(s): Timothy Sheldon; Halil Sezen; Ian D. Moore
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, an existing beam-on-springs modeling methodology is examined for suitability in estimating vertical displacements and joint movement in jointed pipe culvert systems. Methods of determining the modulus of ...
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    Joint Response of Existing Pipe Culverts under Surface Live Loads 

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 001
    Author(s): Timothy Sheldon; Halil Sezen; Ian D. Moore
    Publisher: American Society of Civil Engineers
    Abstract: This study investigates the field performance of culvert joints in five existing pipe culverts. Test culverts consisted of two corrugated metal culverts, two reinforced concrete culverts, and one high-density polyethylene ...
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