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    Behaviors and Modeling of New Self-Centering RC Wall with Improved Disc Spring Devices 

    Source: Journal of Engineering Mechanics:;2020:;Volume ( 146 ):;issue: 009
    Author(s): Longhe Xu; Shuijing Xiao; Zhongxian Li
    Publisher: ASCE
    Abstract: Cyclic loading tests were conducted on self-centering reinforced concrete (RC) walls with disc spring devices (SC-RCW-DSD), and results confirmed that these walls had sufficient energy dissipation and satisfactory ...
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    Cyclic Behavior of Corrugated Double-Skin Composite Walls with Different Aspect Ratios 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 010
    Author(s): Qiuhong Zhao; Yikang Li; Ying Tian; Zhongxian Li
    Publisher: ASCE
    Abstract: Experiments and finite element (FE) simulations were conducted on corrugated double-skin composite (Co-DSC) walls consisting of concrete-filled steel tubes (CFTs) and corrugated steel faceplates connected by tie bolts with ...
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    Modeling of Magnetorheological Self-Centering Brace 

    Source: Journal of Engineering Mechanics:;2020:;Volume ( 146 ):;issue: 001
    Author(s): Xingsi Xie; Longhe Xu; Zhongxian Li
    Publisher: ASCE
    Abstract: The self-centering brace (SCB) is a high-capacity structural component for lateral force resistance and recentering. This paper focuses on modeling the magnetorheological self-centering brace (MR–SCB). Full-scale cyclic ...
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    Seismic Assessment of Buildings with Prepressed Spring Self-Centering Energy Dissipation Braces 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 002
    Author(s): Longhe Xu; Xiaowei Fan; Zhongxian Li
    Publisher: ASCE
    Abstract: The seismic performance of four- and eight-story steel buildings with prepressed spring self-centering energy dissipation (PS-SCED) braces was evaluated using a proposed nonlinear mechanical model. Nonlinear dynamic analyses ...
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    Experimental Investigation on the Seismic Behavior of a New Self-Centering Shear Wall with Additional Friction 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 005:;page 04021056-1
    Author(s): Longhe Xu; Shuijing Xiao; Zhongxian Li
    Publisher: ASCE
    Abstract: In this work, a new self-centering shear wall with disc spring devices (SCSW-DSD) was developed and experimentally verified. The proposed SCSW-DSD was a combination of a reinforced concrete (RC) wall and two disc spring ...
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    Seismic Behavior and Design Approach of Variable-Damping Self-Centering Braced Frame 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 006:;page 05021001-1
    Author(s): Longhe Xu; Xingsi Xie; Zhongxian Li
    Publisher: ASCE
    Abstract: In this paper, the seismic performance and resilience of a 15-story variable-damping self-centering braced frame (VD–SCBF) were analyzed. The interstory drift ratios (IDRs) of the VD–SCBF are similar to those of the ...
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    Modeling of Disc Spring Self-Centering Energy Dissipation Braces from Inactive State to Design Limit State 

    Source: Journal of Engineering Mechanics:;2021:;Volume ( 147 ):;issue: 010:;page 04021077-1
    Author(s): Longhe Xu; Hao Jiang; Xingsi Xie; Zhongxian Li
    Publisher: ASCE
    Abstract: This paper focuses on modeling the hysteretic behavior of disc spring self-centering energy dissipation braces (DS-SCEDBs) from the inactive state to the design limit state, and proposes two restoring force models for ...
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    Development of a Concrete Constitutive Model Considering Free Water Effect for Predicting Dynamic Responses of Concrete Structures 

    Source: Journal of Engineering Mechanics:;2024:;Volume ( 150 ):;issue: 005:;page 04024020-1
    Author(s): Jian Cui; Xianglong Guan; Yanchao Shi; Zhongxian Li
    Publisher: ASCE
    Abstract: Existing research indicates that free water has a considerable influence on the dynamic mechanical properties of concrete, which is not considered in commonly used concrete models. This paper presents a high-fidelity ...
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    Experimental Studies on Mitigating Local Damage and Fragments of Unreinforced Masonry Wall under Close-in Explosions 

    Source: Journal of Performance of Constructed Facilities:;2019:;Volume ( 033 ):;issue: 002
    Author(s): Zhongxian Li; Xuejie Zhang; Yanchao Shi; Qingfeng Xu
    Publisher: American Society of Civil Engineers
    Abstract: Debris hazard causes most of the casualties and injuries in terrorist or accidental explosions. It is defined as high-velocity fragments originating from structural components and building envelope systems induced by a ...
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