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An Updated Analytical Structural Pounding Force Model Based on Viscoelasticity of Materials
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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Study on Pounding Response of Adjacent Inelastic SDOF Structures Based on Dimensional Analysis
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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Conversions of parts per million on soil test reports to pounds per acre
Published 2013-11-01Get full text
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Collapse-Pounding Dynamic Responses of Adjacent Frame Structures under Earthquake Action
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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Conversions of parts per million on soil test reports to pounds per acre
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Numerical Study on Pounding between Two Adjacent Buildings under Earthquake Excitation
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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“This Thing That Has a Code + Not a Core”. The Texts of Pound’s Pisan Cantos
Published 2003-12-01Get full text
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Design of a 20,000 Pound Variable Stiffness Actuator for Structural Vibration Attenuation
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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Experimental Evaluation of the Seismic Response of Skewed Bridges with Emphasis on Poundings between Girder and Abutments
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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Nonlinear Pounding Analysis of Multispan and Simply Supported Beam Bridges Subjected to Strong Ground Motions
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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Effectiveness of Using Polymer Bumpers to Mitigate Earthquake-Induced Pounding between Buildings of Unequal Heights
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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Preliminary Studies on the Development and Evaluation of Instant Pounded Yam from <i>Dioscorea alata</i>
Published 2013-07-01Get full text
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Theoretical and Experimental Study of the Pounding Response for Adjacent Inelastic MDOF Structures Based on Dimensional Analysis
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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Was Ezra Pound a Radical Agrarian? “Fascism is an Integral Part of the History of Our Century”1
Published 2003-12-01Get full text
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Une amnistie sans pardon : Ezra Pound en France. Premiers passages et passeurs
Published 2022-12-01Subjects: Get full text
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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
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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Pounding Effects in Simply Supported Bridges Accounting for Spatial Variability of Ground Motion: A Case Study
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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New Equivalent Linear Impact Model for Simulation of Seismic Isolated Structure Pounding against Moat Wall
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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