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    Performance of a 2-Story CLT House Subjected to Lateral Loads 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 004
    Author(s): Marjan Popovski; Igor Gavric
    Publisher: American Society of Civil Engineers
    Abstract: A 2-story full-scale model of a cross-laminated timber (CLT) house was tested under quasi-static monotonic and cyclic loading. The primary objectives were to investigate 3D system performance of a CLT structure subjected ...
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    Performance of a 2-Story CLT House Subjected to Lateral Loads 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 004
    Author(s): Marjan Popovski; Igor Gavric
    Publisher: American Society of Civil Engineers
    Abstract: A 2-story full-scale model of a cross-laminated timber (CLT) house was tested under quasi-static monotonic and cyclic loading. The primary objectives were to investigate 3D system performance of a CLT structure subjected ...
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    Comparison of the ENDF/B-VII.0, ENDF/B-VII.1, ENDF/B-VIII.0, and JEFF-3.3 Libraries for the Nuclear Design Calculations of the Nuclear Power Plant Krško With the CORD-2 System 

    Source: Journal of Nuclear Engineering and Radiation Science:;2022:;volume( 008 ):;issue: 004:;page 41501-1
    Author(s): Kromar, Marjan; Kurinčič, Bojan
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Recently, two new nuclear reaction data evaluations have been released: ENDF/B-VIII.0 and JEFF-3.3. Since the neutron nuclear data profoundly influence predictions of the nuclear systems behavior, many researchers have ...
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    Connection and System Ductility Relationship for Braced Timber Frames 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 012
    Author(s): Zhiyong Chen; Marjan Popovski
    Publisher: ASCE
    Abstract: Braced timber frames (BTFs) are an efficient lateral load-resisting system for wind and seismic loads. This paper derived a relationship between the connection ductility and the system ductility of concentric BTFs based ...
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    Seismic Response of Braced Heavy Timber Frames with Riveted Connections 

    Source: Journal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 005:;page 04021051-1
    Author(s): Zhiyong Chen; Marjan Popovski
    Publisher: ASCE
    Abstract: Braced timber frames (BTFs) are one the most efficient lateral load–resisting systems to resist earthquake and high wind loads. Design guidelines for this system currently do not exist in Canadian wood design standards. ...
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    Theoretical Building Height Limits of Balloon Mass Timber Shear Wall Systems 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 001:;page 04023194-1
    Author(s): Zhiyong Chen; Marjan Popovski
    Publisher: ASCE
    Abstract: Balloon-type mass timber shear walls are one of the most efficient structural systems to resist lateral loads induced by earthquakes or high winds. They are a viable solution for high-rise buildings because they have several ...
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    Hydraulic Axial Thrust in Multistage Pumps—Origins and Solutions 

    Source: Journal of Fluids Engineering:;2002:;volume( 124 ):;issue: 002:;page 336
    Author(s): Marjan Gantar; Dusan Florjancic; Brane Sirok
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this paper, axial thrust problems of multistage pumps are presented. The entire investigation has been focused on the pump design concept having all impellers in series (facing in one ...
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    Group Effects for Shear Connections with Self-Tapping Screws in CLT 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 008
    Author(s): Afrin Hossain; Marjan Popovski; Thomas Tannert
    Publisher: American Society of Civil Engineers
    Abstract: Cross-laminated timber (CLT) panels, when used as shear walls or diaphragms, are commonly connected with multiple (n) dowel-type fasteners in a row. For such connections, it is frequently observed that the load-carrying ...
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    Precast versus In Situ Concrete: Developing an Initial Feasibility Study for Early Decision-Making in the Australian Construction Industry 

    Source: Journal of Architectural Engineering:;2024:;Volume ( 030 ):;issue: 004:;page 04024037-1
    Author(s): Marjan Pouraghajan; Sara Omrani; Robin Drogemuller
    Publisher: American Society of Civil Engineers
    Abstract: Prefabrication is recognized as a key driver for enhancing efficiency in construction projects, encompassing goals related to schedule, cost, quality, and sustainability. Despite the global surge in interest and growth of ...
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    Structural Performance of CLT Shear Walls with Hyperelastic Hold Downs 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 001:;page 04023202-1
    Author(s): Thomas Tannert; Oyawoye Abubakar Ajibola; Marjan Popovski
    Publisher: ASCE
    Abstract: Cross-laminated timber (CLT) provides a solution for numerous structural applications, including entire seismic force resisting systems. The primary objective of the research presented herein was to develop a CLT shear ...
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