New formulation for estimating the damping parameter of the Kelvin-Voigt model for seismic pounding simulation

•Kelvin-Voigt model is used for seismic pounding simulation.•We present an approach to obtain its damping parameter.•The provided results are favorably compared with the Anagnostopoulos formulation.•Criteria for selecting the input parameters for the proposed algorithm are given.•Examples, including...

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Veröffentlicht in:Engineering structures 2018-11, Vol.175, p.284-295
Hauptverfasser: López-Almansa, F., Kharazian, A.
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description •Kelvin-Voigt model is used for seismic pounding simulation.•We present an approach to obtain its damping parameter.•The provided results are favorably compared with the Anagnostopoulos formulation.•Criteria for selecting the input parameters for the proposed algorithm are given.•Examples, including simulation of shaking table tests, are presented. Seismic pounding between adjoining buildings frequently causes serious damage; although collision can be avoided with proper separation, can still occur due to code non-fulfillment, loose requirements of old codes, and seismicity underestimation. Inside this context, this work deals with collision between two buildings with aligned slabs. The simulation of this phenomenon is not obvious, involving stress traveling waves, high-frequency behavior, and local effects. Complex distributed continuum mechanics-based models can be used, but are time-consuming; conversely, the concentrated Kelvin-Voigt model can be utilized instead, being simple and inexpensive, yet accurate. Its behavior is characterized by damping and stiffness parameters; the damping influence is particularly important and a number of estimation criteria have been proposed. Among them, the Anagnostopoulos formulation is simple, and provides satisfactory results in most situations. That formulation consists in estimating the damping parameter after a given target value of the coefficient of restitution; the influence, during impact, of the colliding building structures and the seismic excitation is neglected. This paper proposes an alternative approach that releases one of the aforementioned assumptions: the influence of the building structures and their initial separation is taken into consideration. A simplified parametric study oriented to investigate the performance of the proposed strategy is performed; it is found that the accuracy of the Anagnostopoulos formulation is improved in a number of situations. Noticeably, this gain is obtained at a low computational cost. The proposed formulation is satisfactorily utilized to analyze pounding between two multi-story multi-bay RC buildings and to simulate a shaking table pounding experiment.
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Seismic pounding between adjoining buildings frequently causes serious damage; although collision can be avoided with proper separation, can still occur due to code non-fulfillment, loose requirements of old codes, and seismicity underestimation. Inside this context, this work deals with collision between two buildings with aligned slabs. The simulation of this phenomenon is not obvious, involving stress traveling waves, high-frequency behavior, and local effects. Complex distributed continuum mechanics-based models can be used, but are time-consuming; conversely, the concentrated Kelvin-Voigt model can be utilized instead, being simple and inexpensive, yet accurate. Its behavior is characterized by damping and stiffness parameters; the damping influence is particularly important and a number of estimation criteria have been proposed. Among them, the Anagnostopoulos formulation is simple, and provides satisfactory results in most situations. That formulation consists in estimating the damping parameter after a given target value of the coefficient of restitution; the influence, during impact, of the colliding building structures and the seismic excitation is neglected. This paper proposes an alternative approach that releases one of the aforementioned assumptions: the influence of the building structures and their initial separation is taken into consideration. A simplified parametric study oriented to investigate the performance of the proposed strategy is performed; it is found that the accuracy of the Anagnostopoulos formulation is improved in a number of situations. Noticeably, this gain is obtained at a low computational cost. 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Seismic pounding between adjoining buildings frequently causes serious damage; although collision can be avoided with proper separation, can still occur due to code non-fulfillment, loose requirements of old codes, and seismicity underestimation. Inside this context, this work deals with collision between two buildings with aligned slabs. The simulation of this phenomenon is not obvious, involving stress traveling waves, high-frequency behavior, and local effects. Complex distributed continuum mechanics-based models can be used, but are time-consuming; conversely, the concentrated Kelvin-Voigt model can be utilized instead, being simple and inexpensive, yet accurate. Its behavior is characterized by damping and stiffness parameters; the damping influence is particularly important and a number of estimation criteria have been proposed. Among them, the Anagnostopoulos formulation is simple, and provides satisfactory results in most situations. That formulation consists in estimating the damping parameter after a given target value of the coefficient of restitution; the influence, during impact, of the colliding building structures and the seismic excitation is neglected. This paper proposes an alternative approach that releases one of the aforementioned assumptions: the influence of the building structures and their initial separation is taken into consideration. A simplified parametric study oriented to investigate the performance of the proposed strategy is performed; it is found that the accuracy of the Anagnostopoulos formulation is improved in a number of situations. Noticeably, this gain is obtained at a low computational cost. 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Kharazian, A.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c500t-4832de31384305b9c84df446a798dae5bfae6b248725b5c91babd90f9269d8e53</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2018</creationdate><topic>Aseismic buildings</topic><topic>Building infrastructure</topic><topic>Buildings</topic><topic>Colliding adjoining buildings</topic><topic>Collision avoidance</topic><topic>Collision dynamics</topic><topic>Computer applications</topic><topic>Computer simulation</topic><topic>Concrete slabs</topic><topic>Continuum mechanics</topic><topic>Cost analysis</topic><topic>Damping</topic><topic>Damping parameter estimation</topic><topic>Disseny antisísmic</topic><topic>Earthquake damage</topic><topic>Earthquake dampers</topic><topic>Earthquake effects</topic><topic>Earthquake resistant design</topic><topic>Edificació</topic><topic>Edificis</topic><topic>Efecte dels terratrèmols</topic><topic>Elements constructius d'edificis</topic><topic>Elements estructurals d'edificis</topic><topic>Enginyeria civil</topic><topic>Estimation</topic><topic>Geotècnia</topic><topic>Kelvin-Voigt model</topic><topic>Mathematical models</topic><topic>Multistory buildings</topic><topic>Numerical simulation</topic><topic>Parameter estimation</topic><topic>Pounding</topic><topic>Seismic engineering</topic><topic>Seismic pounding</topic><topic>Seismic response</topic><topic>Seismicity</topic><topic>Separation</topic><topic>Sismologia</topic><topic>Slabs</topic><topic>Stiffness</topic><topic>Traveling waves</topic><topic>Àrees temàtiques de la UPC</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>López-Almansa, F.</creatorcontrib><creatorcontrib>Kharazian, A.</creatorcontrib><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>Environment Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><collection>Environment Abstracts</collection><collection>Recercat</collection><jtitle>Engineering structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>López-Almansa, F.</au><au>Kharazian, A.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>New formulation for estimating the damping parameter of the Kelvin-Voigt model for seismic pounding simulation</atitle><jtitle>Engineering structures</jtitle><date>2018-11-15</date><risdate>2018</risdate><volume>175</volume><spage>284</spage><epage>295</epage><pages>284-295</pages><issn>0141-0296</issn><eissn>1873-7323</eissn><abstract>•Kelvin-Voigt model is used for seismic pounding simulation.•We present an approach to obtain its damping parameter.•The provided results are favorably compared with the Anagnostopoulos formulation.•Criteria for selecting the input parameters for the proposed algorithm are given.•Examples, including simulation of shaking table tests, are presented. Seismic pounding between adjoining buildings frequently causes serious damage; although collision can be avoided with proper separation, can still occur due to code non-fulfillment, loose requirements of old codes, and seismicity underestimation. Inside this context, this work deals with collision between two buildings with aligned slabs. The simulation of this phenomenon is not obvious, involving stress traveling waves, high-frequency behavior, and local effects. Complex distributed continuum mechanics-based models can be used, but are time-consuming; conversely, the concentrated Kelvin-Voigt model can be utilized instead, being simple and inexpensive, yet accurate. Its behavior is characterized by damping and stiffness parameters; the damping influence is particularly important and a number of estimation criteria have been proposed. Among them, the Anagnostopoulos formulation is simple, and provides satisfactory results in most situations. That formulation consists in estimating the damping parameter after a given target value of the coefficient of restitution; the influence, during impact, of the colliding building structures and the seismic excitation is neglected. This paper proposes an alternative approach that releases one of the aforementioned assumptions: the influence of the building structures and their initial separation is taken into consideration. A simplified parametric study oriented to investigate the performance of the proposed strategy is performed; it is found that the accuracy of the Anagnostopoulos formulation is improved in a number of situations. Noticeably, this gain is obtained at a low computational cost. The proposed formulation is satisfactorily utilized to analyze pounding between two multi-story multi-bay RC buildings and to simulate a shaking table pounding experiment.</abstract><cop>Kidlington</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.engstruct.2018.08.024</doi><tpages>12</tpages><oa>free_for_read</oa></addata></record>
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source Recercat; Access via ScienceDirect (Elsevier)
subjects Aseismic buildings
Building infrastructure
Buildings
Colliding adjoining buildings
Collision avoidance
Collision dynamics
Computer applications
Computer simulation
Concrete slabs
Continuum mechanics
Cost analysis
Damping
Damping parameter estimation
Disseny antisísmic
Earthquake damage
Earthquake dampers
Earthquake effects
Earthquake resistant design
Edificació
Edificis
Efecte dels terratrèmols
Elements constructius d'edificis
Elements estructurals d'edificis
Enginyeria civil
Estimation
Geotècnia
Kelvin-Voigt model
Mathematical models
Multistory buildings
Numerical simulation
Parameter estimation
Pounding
Seismic engineering
Seismic pounding
Seismic response
Seismicity
Separation
Sismologia
Slabs
Stiffness
Traveling waves
Àrees temàtiques de la UPC
title New formulation for estimating the damping parameter of the Kelvin-Voigt model for seismic pounding simulation
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