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    An Updated Analytical Structural Pounding Force Model Based on Viscoelasticity of Materials by Qichao Xue, Chunwei Zhang, Jian He, Guangping Zou, Jingcai Zhang

    Published 2016-01-01
    “…Based on the summary of existing pounding force analytical models, an updated pounding force analysis method is proposed by introducing viscoelastic constitutive model and contact mechanics method. …”
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    Article
  4. 24

    Study on Pounding Response of Adjacent Inelastic SDOF Structures Based on Dimensional Analysis by Xuyong Chen, Huipeng Guo, Tao Wang, Qiaoyun Wu

    Published 2021-01-01
    “…The dimensional analysis method is applied to study the pounding response of two inelastic single-degree-of-freedom (SDOF) structures under simplified earthquake excitation. …”
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    Article
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    Collapse-Pounding Dynamic Responses of Adjacent Frame Structures under Earthquake Action by Wei Jing, Shangshang Xing, Yu Song

    Published 2020-01-01
    “…The collapse-pounding problem of adjacent buildings under seismic action is very complex, which should be paid enough attention in engineering design and application.…”
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    Article
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    Numerical Study on Pounding between Two Adjacent Buildings under Earthquake Excitation by H. Naderpour, R. C. Barros, S. M. Khatami, R. Jankowski

    Published 2016-01-01
    “…Such collisions, known as earthquake-induced structural pounding, may induce severe damage. In this paper, the case of pounding between two adjacent buildings is studied by the application of single degree-of-freedom structural models. …”
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    Article
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    Design of a 20,000 Pound Variable Stiffness Actuator for Structural Vibration Attenuation by John Leavitt, James E. Bobrow, Faryar Jabbari

    Published 2008-01-01
    “…In order to test the actuator on a full scale structure, an effective spring constant of approximately 10,000 pounds/inch was required over a two inch stroke. Because of the spring-like behavior, rather than damper-like behavior, the actuator does not transmit high forces to a vibrating structure like linear viscous dampers do when velocities are high. …”
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    Article
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    Experimental Evaluation of the Seismic Response of Skewed Bridges with Emphasis on Poundings between Girder and Abutments by Ziqi Yang, Chern Kun, Nawawi Chouw

    Published 2019-01-01
    “…Bridges with different skew angles, i.e., 0°, 30°, and 45°, were considered. The pounding behaviour was observed using a pair of pounding and measuring heads. …”
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    Article
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    Nonlinear Pounding Analysis of Multispan and Simply Supported Beam Bridges Subjected to Strong Ground Motions by Hong-Yu Jia, Xian-Lin Lan, Nan Luo, Jian Yang, Shi-Xiong Zheng, Chao Zhang

    Published 2019-01-01
    “…The influence of separation gap width between adjacent decks on the pounding effect of bridges is greater than that of collision stiffness originated from the pounding modelling element. …”
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    Article
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    Effectiveness of Using Polymer Bumpers to Mitigate Earthquake-Induced Pounding between Buildings of Unequal Heights by Jian He, Yu Jiang, Qichao Xue, Chunwei Zhang, Jingcai Zhang

    Published 2018-01-01
    “…Installing polymer bumpers may decrease the pounding forces between colliding buildings. This paper focuses on the analysis of suppressing pounding effects by using of polymer bumpers. …”
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    Article
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    Theoretical and Experimental Study of the Pounding Response for Adjacent Inelastic MDOF Structures Based on Dimensional Analysis by Qiaoyun Wu, Ziliang Liu, Tao Wang, Xuyong Chen

    Published 2021-01-01
    “…Dimensional analysis is applied to study the pounding response of two inelastic multidegree of freedom (MDOF) structures under simplified earthquake excitation. …”
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    Article
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    Analyzing the Price Gap Between Steers and Bulls in Florida: The Effect of Price Slides on the Value of Additional Pounds by Hannah Baker

    Published 2024-07-01
    “…Determining the value of those additional pounds, and whether it is enough to make up for the discount is key. …”
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    Article
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    Pounding Effects in Simply Supported Bridges Accounting for Spatial Variability of Ground Motion: A Case Study by G. Tecchio, M. Grendene, C. Modena

    Published 2012-01-01
    “…In order to include the effects due to the main nonlinear behaviours of the bridge components, a 3D finite element model has been developed, in which the pounding of decks at cap-beams, the friction of beams at bearings, and the hysteretic behaviour of piers have been accounted for. …”
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    Article
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    New Equivalent Linear Impact Model for Simulation of Seismic Isolated Structure Pounding against Moat Wall by Yang Liu, Wen-Guang Liu, Xin Wang, Wen-Fu He, Qiao-Rong Yang

    Published 2014-01-01
    “…The results indicate that the proposed linear model can nearly capture impact behavior of isolated structure in simulating the pounding-involved structural response.…”
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    Article