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    Numerical Simulation and Parametric Analysis of Posttensioned C-Shaped CLT Shear Walls

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 001::page 04024198-1
    Author:
    Fei Chen
    ,
    Justin R. Brown
    ,
    Zheng Li
    ,
    Minghao Li
    DOI: 10.1061/JSENDH.STENG-13760
    Publisher: American Society of Civil Engineers
    Abstract: Posttensioned (PT) cross-laminated timber (CLT) shear wall systems provide a low-damage seismic solution for mid-rise and high-rise timber structures in high seismic regions. Experimental testing of 8.6-m-tall PT-CLT shear walls with three different configurations—single wall (SW), double wall (DW), and C-shaped core wall (CW)—demonstrated that effective coupling actions could be achieved in double and C-shaped walls using strong and stiff vertical in-plane and orthogonal joints. This paper extends the experimental study through numerical simulation in a three-dimensional domain to perform parametric analyses and assess a prototype 6-story PT-CLT CW system. A model unit of a SW was developed and then assembled to construct models for DW and CW in a 3D domain. Validation of the model was carried out against the test data. The developed model offered reasonable predictions for wall strength, stiffness, tendon force variation, slip at in-plane joints, and accumulated energy dissipation. The model limitations included its inability to account for out-of-plane motions for SW and its tendency to underestimate slip at orthogonal joints, with errors not exceeding 20%. A further parametric analysis investigated the effect of altering the spacing of in-plane and orthogonal joints on composite action (CA) values, strength, stiffness, and hysteretic damping of CW systems. Results revealed a consistent impact of fastener spacing on CW system properties, regardless of using 90° or mixed-angle screws. Decreasing spacing improved lateral resistance but could reduce energy dissipation capacity. In particular, in-plane joint spacing had a more pronounced effect on the CW performance than orthogonal joints. The model was employed to assess the seismic performance of a 6-story PT-CLT CW composed of two C-shaped walls. Through monotonic and cyclic pushover analyses, alongside capacity spectrum method utilization, the study demonstrated the viability of PT-CLT CWs in design scenarios. The model exhibited the potential for analyzing PT-CLT CWs with different configurations within a 3D domain.
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      Numerical Simulation and Parametric Analysis of Posttensioned C-Shaped CLT Shear Walls

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    contributor authorFei Chen
    contributor authorJustin R. Brown
    contributor authorZheng Li
    contributor authorMinghao Li
    date accessioned2025-08-17T22:16:55Z
    date available2025-08-17T22:16:55Z
    date copyright1/1/2025 12:00:00 AM
    date issued2025
    identifier otherJSENDH.STENG-13760.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4306708
    description abstractPosttensioned (PT) cross-laminated timber (CLT) shear wall systems provide a low-damage seismic solution for mid-rise and high-rise timber structures in high seismic regions. Experimental testing of 8.6-m-tall PT-CLT shear walls with three different configurations—single wall (SW), double wall (DW), and C-shaped core wall (CW)—demonstrated that effective coupling actions could be achieved in double and C-shaped walls using strong and stiff vertical in-plane and orthogonal joints. This paper extends the experimental study through numerical simulation in a three-dimensional domain to perform parametric analyses and assess a prototype 6-story PT-CLT CW system. A model unit of a SW was developed and then assembled to construct models for DW and CW in a 3D domain. Validation of the model was carried out against the test data. The developed model offered reasonable predictions for wall strength, stiffness, tendon force variation, slip at in-plane joints, and accumulated energy dissipation. The model limitations included its inability to account for out-of-plane motions for SW and its tendency to underestimate slip at orthogonal joints, with errors not exceeding 20%. A further parametric analysis investigated the effect of altering the spacing of in-plane and orthogonal joints on composite action (CA) values, strength, stiffness, and hysteretic damping of CW systems. Results revealed a consistent impact of fastener spacing on CW system properties, regardless of using 90° or mixed-angle screws. Decreasing spacing improved lateral resistance but could reduce energy dissipation capacity. In particular, in-plane joint spacing had a more pronounced effect on the CW performance than orthogonal joints. The model was employed to assess the seismic performance of a 6-story PT-CLT CW composed of two C-shaped walls. Through monotonic and cyclic pushover analyses, alongside capacity spectrum method utilization, the study demonstrated the viability of PT-CLT CWs in design scenarios. The model exhibited the potential for analyzing PT-CLT CWs with different configurations within a 3D domain.
    publisherAmerican Society of Civil Engineers
    titleNumerical Simulation and Parametric Analysis of Posttensioned C-Shaped CLT Shear Walls
    typeJournal Article
    journal volume151
    journal issue1
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-13760
    journal fristpage04024198-1
    journal lastpage04024198-18
    page18
    treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 001
    contenttypeFulltext
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