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    Cross-Laminated Timber for Single-Family Residential Construction: Comparative Cost Study 

    Source: Journal of Architectural Engineering:;2017:;Volume ( 023 ):;issue: 003
    Author(s): Brad Burback; Shiling Pei
    Publisher: American Society of Civil Engineers
    Abstract: Cross-laminated timber (CLT) has emerged in recent years to become a widely recognized mass timber product for large-scale wood construction projects. The advantage of large CLT buildings has been recognized by investors ...
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    Cyclic Response of Precast, Hollow Bridge Columns with Postpour Section and Socket Connection 

    Source: Journal of Structural Engineering:;2021:;Volume ( 148 ):;issue: 001:;page 06021005
    Author(s): Zhibin Jin; Ke Chen; Shiling Pei
    Publisher: ASCE
    Abstract: Accelerated bridge construction (ABC) has been used extensively to achieve rapid construction, to reduce traffic congestion and environmental impacts, and to ensure reliable quality control. Precast columns are typically ...
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    Cost-Effectiveness of Mass Timber Beam–Column Gravity Systems 

    Source: Journal of Architectural Engineering:;2021:;Volume ( 027 ):;issue: 003:;page 04021028-1
    Author(s): Rachel Chaggaris; Shiling Pei; Gregory Kingsley; Erin Kinder
    Publisher: ASCE
    Abstract: The cost of mass timber buildings is a major point of interest to building developers and architects because it often dictates the fate of proposed mass timber projects. Cost estimation for mass timber construction has ...
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    Theoretical and Experimental Studies of the Internal Force Transfer Mechanism of Perfobond Rib Shear Connector Group 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 002
    Author(s): Qinghua Zhang; Shiling Pei; Zhenyu Cheng; Yi Bao; Qiao Li
    Publisher: American Society of Civil Engineers
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    Partially Earth-Anchored Cable Bridge: Ultralong-Span System Suitable for Carbon-Fiber-Reinforced Plastic Cables 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 006
    Author(s): Zhibin Jin; Shiling Pei; Xing Wei; Hongyan Liu; Shizhong Qiang
    Publisher: American Society of Civil Engineers
    Abstract: As a new high-strength material, carbon-fiber-reinforced plastic (CFRP) cable provided an opportunity for bridge structures to achieve span limits that were not possible or economical in the past. Based on existing conceptual ...
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    Performance of a Woodframe Structure during Full-Scale Shake-Table Tests: Drift, Damage, and Effect of Partition Wall 

    Source: Journal of Performance of Constructed Facilities:;2007:;Volume ( 021 ):;issue: 001
    Author(s): John W. van de Lindt; Hongyan Liu; Shiling Pei
    Publisher: American Society of Civil Engineers
    Abstract: The dynamic performance of a woodframe structure is examined through the qualitative correlation between the transient interstory drift and the observed damage following a series of full-scale shake-table tests. The structure ...
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    Performance-Based Seismic Design of Wood Frame Buildings Using a Probabilistic System Identification Concept 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 002
    Author(s): John W. van de Lindt; Shiling Pei; Hongyan Liu
    Publisher: American Society of Civil Engineers
    Abstract: Performance-based seismic design (PBSD) of wood frame structures has been only preliminarily investigated by a handful of researchers around the world and is currently under development in the United States as well as other ...
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    Energy Consumption Analysis of Multistory Cross-Laminated Timber Residential Buildings: A Comparative Study 

    Source: Journal of Architectural Engineering:;2016:;Volume ( 022 ):;issue: 002
    Author(s): Ali M. Khavari; Shiling Pei; Paulo C. Tabares-Velasco
    Publisher: American Society of Civil Engineers
    Abstract: Cross laminated timber (CLT) is a new panelized mass timber product that is suitable for building tall wood buildings (higher than eight stories) because of its structural robustness and superior fire resistance as compared ...
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    Cyclic Behavior of Central Columns in Subway Stations Subjected to Highly Variable Axial Compression Ratio 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 009:;page 04024105-1
    Author(s): Peng Deng; Zhichen Liu; Chao Zhang; Renpeng Chen; Shiling Pei
    Publisher: American Society of Civil Engineers
    Abstract: The failure mode of concrete columns in subway stations during seismic events can be affected by the dynamic fluctuation of the axial forces. This study conducted quasi-static tests with bidirectional loading on three ...
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    Seismic Performance Factors for Cross-Laminated Timber Shear Wall Systems in the United States 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 009
    Author(s): John W. van de Lindt; M. Omar Amini; Douglas Rammer; Philip Line; Shiling Pei; Marjan Popovski
    Publisher: ASCE
    Abstract: Seismic force resisting systems based on cross-laminated timber (CLT) shear walls have garnered considerable attention for in mid-rise construction around the world. The purpose of this study was to determine seismic ...
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