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    Reliability Evaluation of Vehicle–Bridge Dynamic Interaction 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 008
    Author(s): Tianyu Xiang; Renda Zhao; Tengfei Xu
    Publisher: American Society of Civil Engineers
    Abstract: The reliability of vehicle–bridge dynamic interaction is evaluated. A time domain transfer matrix method for dynamic analysis is proposed. Using the idea of the Newmark-
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    Screw-Based Modeling of Soft Manipulators With Tendon and Fluidic Actuation 

    Source: Journal of Mechanisms and Robotics:;2017:;volume( 009 ):;issue: 004:;page 41012
    Author(s): Renda, Federico; Cianchetti, Matteo; Abidi, Haider; Dias, Jorge; Seneviratne, Lakmal
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A screw-based formulation of the kinematics, differential kinematics, and statics of soft manipulators is presented, which introduces the soft robotics counterpart to the fundamental geometric theory of robotics developed ...
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    Probabilistic Analysis of Bridge Collapse during Ship Collisions Based on Reliability Theory 

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2015:;Volume ( 009 ):;issue: 001
    Author(s): Shao Jun-hu; Zhao Ren-da; Geng Bo
    Publisher: American Society of Civil Engineers
    Abstract: Calculating the collapse probability of large and complex bridges during ship collisions by using reliability theory is an inevitable trend in the development of risk assessment for ship-bridge collisions. On the basis of ...
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    Interface Behavior between Steel and Concrete Connected by Bonding 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 006
    Author(s): Yulin; Zhan; Zhongguo John; Ma; Renda; Zhao; Guifeng; Li; Tianyu; Xiang
    Publisher: American Society of Civil Engineers
    Abstract: In this study, push-out tests were conducted to evaluate the interface behavior between steel and concrete connected by bonding. Twelve sets of specimens with different adhesive thicknesses, modulus of elasticity, and ...
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    Remedial Measures for Existing Anchored Slopes in Taiwan 

    Source: Journal of Performance of Constructed Facilities:;2019:;Volume ( 033 ):;issue: 003
    Author(s): Hung-Jiun Liao; Shih-Hao Cheng; Chun-Chung Chen; Ren-Da Chen
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results obtained from an island-wide investigation program for anchored slopes alongside freeways, highways, and railways in Taiwan. The investigation procedures include the visual inspection of ...
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    The Evaluation of Seafarer Fatigue as a Performance-Shaping Factor in the Maritime HRA Method 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2023:;Volume ( 009 ):;issue: 004:;page 04023034-1
    Author(s): Renda Cui; Zhengjiang Liu; Xinjian Wang; Masaki Fuchi; Tsukasa Konishi; Ying Zhou; Juncheng Tao; Zaili Yang; Shiqi Fan; Zhiwei Zhao
    Publisher: ASCE
    Abstract: In maritime studies, seafarer fatigue has been proven to be an important risk factor that affects human performance and leads to human errors. However, in the development of human reliability analysis (HRA) for the maritime ...
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    DSpace software copyright © 2002-2015  DuraSpace
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