Probabilistic evaluation of separation distance between two adjacent structures
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Probabilistic evaluation of separation distance between two adjacent structures' 의 참고문헌
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Use of collision shear walls to minimize seismic separation and to protect adjacent buildings from collapse due to earthquakeinduced pounding
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The effect of soil-structure interaction on the seismic risk to buildings
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The Language of Technical Computing, Version R2015b
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The 2011 off the Pacific coast of Tohoku earthquake and response of high-rise buildings under long period ground motions
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The 1985 earthquake: Causes and effects in Mexico city
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Structural pounding between adjacent buildings subjected to strong ground motions. Part I: The effect of different structures arrangement''
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Structural Provisions for Building Structures
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Standard No. 2800, Iranian Code of Practice for Seismic Resistant Design of Buildings, 4th Edition
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Separation distance to avoid seismic pounding of adjacent buildings
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Seismic risk analysis considering soilstructure interaction
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Reliability-based assessment of seismic pounding risk between adjacent buildings
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Quick survey of the possible causes of damage enhancement observed in San Giuliano after the 2002 Molise, Italy seismic sequence
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Probabilistic seismic demand model for pounding risk assessment
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Probabilistic risk analysis of structural impact in seismic events for linear and nonlinear systems
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Probabilistic Evaluation of 2015 NEHRP Soil-Structure Interaction Provisions
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Pounding of buildings in series during earthquakes
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Pounding force response spectrum under earthquake excitation''
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Open system for earthquake engineering simulation
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Open System for Earthquake Engineering Simulation
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Non-linear viscoelastic modelling of earthquake-induced structural pounding
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NGA project strong-motion database
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Monte Carlo: Concepts, Algorithms, and Applications, Springer Series in Operations Research and Financial Engineering
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Mitigation measures for earthquake induced pounding effects on seismic performance of adjacent buildings
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International Building Code
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Inelastic vibration phase theory for seismic pounding mitigation
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Hertz contact model with nonlinear damping for pounding simulation
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Evaluation of current criteria in predicting the separation necessary to prevent seismic pounding between nonlinear hysteretic structural systems
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Evaluation of building separation distance required to prevent pounding during strong earthquakes
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Euro Code 8, Design of Structures for Earthquake Resistance. Part 1: General Rules, Seismic Actions and Rules for Buildings
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Estimation of relative displacement of two adjacent asymmetric structures
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Construction and Planning Administration Ministry of Interior, Seismic Provisions
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Building pounding damage observed in the 2011 Christchurch earthquake
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Assessment of the separation necessary to prevent seismic pounding between linear structural systems
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A spectral difference method to estimate building separations to avoid pounding
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A probabilistic performancebased approach for mitigating theseismic pounding risk between adjacent buildings
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A probabilistic performance-based risk assessment approach for seismic pounding with efficient application to linear systems
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Probabilistic evaluation of separation distance between two adjacent structures'
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