YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    Search 
    •   YE&T Library
    • Search
    •   YE&T Library
    • Search
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Search

    Show Advanced FiltersHide Advanced Filters

    Filters

    Use filters to refine the search results.

    Now showing items 1-10 of 12

    • Relevance
    • Title Asc
    • Title Desc
    • Year Asc
    • Year Desc
    • 5
    • 10
    • 20
    • 40
    • 60
    • 80
    • 100
  • Export
    • CSV
    • RIS
    • Sort Options:
    • Relevance
    • Title Asc
    • Title Desc
    • Issue Date Asc
    • Issue Date Desc
    • Results Per Page:
    • 5
    • 10
    • 20
    • 40
    • 60
    • 80
    • 100

    Simplified Simulation Method for Hysteretic Behavior of Wood Brackets 

    Source: Journal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 006:;page 04021085-1
    Author(s): Yuhang Li; Yang Deng; Aiqun Li
    Publisher: ASCE
    Abstract: Because of its high historical, cultural, and scientific value, wooden architectural heritage in East Asia requires comprehensive protection. The dou-gong (bracket set) is an essential member in ancient Chinese wooden ...
    Request PDF

    Theoretical Design and Dynamic Analysis of a Quasi-Zero Stiffness Device Using Precompressed Springs as Negative Stiffness Component 

    Source: Journal of Engineering Mechanics:;2024:;Volume ( 150 ):;issue: 002:;page 04023116-1
    Author(s): Tao Liu; Aiqun Li
    Publisher: ASCE
    Abstract: Based on the principle of parallel connection of positive and negative stiffness structures, a new quasizero stiffness (QZS) isolation device is proposed in which the negative stiffness structure is designed by a nonlinear ...
    Request PDF

    Comparison of Ambient Vibration Response of the Runyang Suspension Bridge under Skew Winds with Time-Domain Numerical Predictions 

    Source: Journal of Bridge Engineering:;2011:;Volume ( 016 ):;issue: 004
    Author(s): Hao Wang; Aiqun Li; Ruomei Hu
    Publisher: American Society of Civil Engineers
    Abstract: Existing buffeting theories and methods for dealing with skew winds are summarized. A modified version of the mean wind decomposition method is described that directly uses wind monitoring data from structural health ...
    Request PDF

    Pounding Analysis of Isolated Girder Bridge under Nonpulse and Pulse-Like Earthquakes 

    Source: Journal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 004
    Author(s): Ben Sha; Tianyou Tao; Chenxi Xing; Hao Wang; Aiqun Li
    Publisher: ASCE
    Abstract: Pounding damages are frequently encountered in concrete continuous girder bridges during strong earthquakes. In the evaluation of pounding responses, the simplified lumped mass model with the contact element are usually ...
    Request PDF

    Experimental Study on Corrosion-Fretting Fatigue Behavior of Bridge Cable Wires 

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 012
    Author(s): Zhongxiang Liu; Tong Guo; Daguang Han; Aiqun Li
    Publisher: ASCE
    Abstract: Bridge cables are often subjected to tensile stress variation, interior contact stress, and corrosion environment, resulting in premature failure of wires. This paper experimentally investigates the behavior of bridge wires ...
    Request PDF

    Structural Parameter Identification of Ancient Stone Arch Bridge via Three-Dimensional Laser Ranger Scanning 

    Source: Journal of Performance of Constructed Facilities:;2022:;Volume ( 036 ):;issue: 005:;page 04022041
    Author(s): Yang Deng; Yange Jia; Yuhang Li; Aiqun Li
    Publisher: ASCE
    Abstract: Stone arch bridges are symbols of a shared civil engineering heritage worldwide, but they suffer from damage caused by various natural disasters that have occurred during their long service. The basis of ancient bridge ...
    Request PDF

    Nondestructive Tree Planting for Reducing the Wind Loads of a Historical Wooden Pagoda 

    Source: Journal of Performance of Constructed Facilities:;2024:;Volume ( 038 ):;issue: 005:;page 04024033-1
    Author(s): Yuhang Li; Yang Deng; Aiqun Li
    Publisher: American Society of Civil Engineers
    Abstract: Historical wooden pagodas are found in several Asian countries and are considered priceless world heritage values due to their majestic appearance and exquisite manufacturing techniques. Over time, the structure may occur ...
    Request PDF

    Simulation and Measurement of Human-Induced Vibrations of the Beijing Olympic Watchtower with Tuned Mass Dampers 

    Source: Journal of Performance of Constructed Facilities:;2017:;Volume ( 031 ):;issue: 006
    Author(s): Zhiqiang Zhang; Tong Guo; Kang Yang; Fei Ma; Aiqun Li
    Publisher: American Society of Civil Engineers
    Abstract: The Beijing Olympic Watchtower (BOW) is a landmark building with irregular shape and complex structural configuration; however, excessive human-induced vibrations of the sightseeing platform may occur during service, ...
    Request PDF

    Time-Dependent Reliability of PSC Box-Girder Bridge Considering Creep, Shrinkage, and Corrosion 

    Source: Journal of Bridge Engineering:;2011:;Volume ( 016 ):;issue: 001
    Author(s): Tong Guo; Richard Sause; Dan M. Frangopol; Aiqun Li
    Publisher: American Society of Civil Engineers
    Abstract: Bridge performance undergoes time-varying changes when exposed to aggressive environments. While much work has been done on bridge reliability under corrosion, little is known about the effects of creep and shrinkage on ...
    Request PDF

    Effect of Semiactive Control on Wind and Seismic Responses of High-Rise Building Supported on Triple Friction Pendulums 

    Source: Journal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 003
    Author(s): Yanqing Xu; Tong Guo; Ping Yan; Aiqun Li
    Publisher: ASCE
    Abstract: A triple friction pendulum bearing (TFPB) as an isolator has been considered more competitive than conventional bearings such as rubber bearings or single friction pendulum bearings due to its versatile behaviors under ...
    Request PDF
    • 1
    • 2
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     

    Author

    ... View More

    Publisher

    Year

    Type

    Content Type

    Publication Title

    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian