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New insights on rocking of rigid blocks: Analytical solutions and exact energy‐based overturning criteria
In this paper, the underlying energy flow in rocking dynamics of rigid blocks is utilized to elucidate their response details and overturning conditions. Based merely on the law of the conservation of energy, the exact criteria for a rigid block to overturn in the free vibration regime are establish...
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Published in: | Earthquake engineering & structural dynamics 2022-07, Vol.51 (9), p.1965-1993 |
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container_end_page | 1993 |
container_issue | 9 |
container_start_page | 1965 |
container_title | Earthquake engineering & structural dynamics |
container_volume | 51 |
creator | Charalampakis, Aristotelis E. Tsiatas, George C. Tsopelas, Panos |
description | In this paper, the underlying energy flow in rocking dynamics of rigid blocks is utilized to elucidate their response details and overturning conditions. Based merely on the law of the conservation of energy, the exact criteria for a rigid block to overturn in the free vibration regime are established for the first time in the context of both nonlinear and linear theory. That is, if the initial conditions of the free oscillation fall within the prescribed stable libration region, then it is a priori determined that the block will not overturn and vice versa. The analytical solution to the nonlinear free rocking problem is also derived, utilizing integration techniques originating from the solution of the nonlinear pendulum. Regarding the forced rocking problem, an approximate analytical solution is presented based on a Taylor series expansion of the equation of motion. Moreover, employing the newly derived overturning criterion richer pulse‐type overturning spectra are constructed, revealing stability and instability regions that had never been shown before in the literature. The new characteristics of the overturning spectra are elucidated using color maps. Finally, some new results concerning the design of solid blocks against rectangular and half‐sine acceleration pulses are presented. |
doi_str_mv | 10.1002/eqe.3649 |
format | article |
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Based merely on the law of the conservation of energy, the exact criteria for a rigid block to overturn in the free vibration regime are established for the first time in the context of both nonlinear and linear theory. That is, if the initial conditions of the free oscillation fall within the prescribed stable libration region, then it is a priori determined that the block will not overturn and vice versa. The analytical solution to the nonlinear free rocking problem is also derived, utilizing integration techniques originating from the solution of the nonlinear pendulum. Regarding the forced rocking problem, an approximate analytical solution is presented based on a Taylor series expansion of the equation of motion. Moreover, employing the newly derived overturning criterion richer pulse‐type overturning spectra are constructed, revealing stability and instability regions that had never been shown before in the literature. 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Based merely on the law of the conservation of energy, the exact criteria for a rigid block to overturn in the free vibration regime are established for the first time in the context of both nonlinear and linear theory. That is, if the initial conditions of the free oscillation fall within the prescribed stable libration region, then it is a priori determined that the block will not overturn and vice versa. The analytical solution to the nonlinear free rocking problem is also derived, utilizing integration techniques originating from the solution of the nonlinear pendulum. Regarding the forced rocking problem, an approximate analytical solution is presented based on a Taylor series expansion of the equation of motion. Moreover, employing the newly derived overturning criterion richer pulse‐type overturning spectra are constructed, revealing stability and instability regions that had never been shown before in the literature. The new characteristics of the overturning spectra are elucidated using color maps. Finally, some new results concerning the design of solid blocks against rectangular and half‐sine acceleration pulses are presented.</description><subject>analytical solutions</subject><subject>Colour</subject><subject>conservation of energy</subject><subject>Criteria</subject><subject>Energy conservation</subject><subject>Energy conservation law</subject><subject>Energy flow</subject><subject>Equations of motion</subject><subject>Exact solutions</subject><subject>Free vibration</subject><subject>Initial conditions</subject><subject>Libration</subject><subject>Mathematical analysis</subject><subject>Overturn</subject><subject>pulses</subject><subject>Rigid blocks</subject><subject>rocking</subject><subject>Series expansion</subject><subject>Spectra</subject><subject>stability criteria</subject><subject>structural dynamics</subject><subject>Taylor series</subject><subject>Vibration</subject><issn>0098-8847</issn><issn>1096-9845</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2022</creationdate><recordtype>article</recordtype><recordid>eNp1kM1KAzEURoMoWKvgIwTcuJmaTKaZxF0p9QeKIug6ZDJ3atoxaZOpdXY-gs_okzhj3bq4fHA5fPdyEDqnZEQJSa9gAyPGM3mABpRInkiRjQ_RgBApEiGy_BidxLgkhDBO8gFaPcAOWxft4rWJ2DscvFlZt8C-wsEubImLutvEazxxum4ba3SNo6-3jfUuYu1KDB_aNBgchEX7_flV6Agl9u8Qmm1wfZUJtoFg9Sk6qnQd4ewvh-jlZvY8vUvmj7f308k8MWnKZMI4MENzqYExyJgpDKdCAnBJytzojPYjiKhSwWhGeVlqk2mmJWNGjgvJhuhi37sOfrOF2Kil717pTqqU5ynjY0lpR13uKRN8jAEqtQ72TYdWUaJ6lapTqXqVHZrs0Z2tof2XU7On2S__Az11dxk</recordid><startdate>20220701</startdate><enddate>20220701</enddate><creator>Charalampakis, Aristotelis E.</creator><creator>Tsiatas, George C.</creator><creator>Tsopelas, Panos</creator><general>Wiley Subscription Services, Inc</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7ST</scope><scope>7TG</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>F1W</scope><scope>FR3</scope><scope>H96</scope><scope>KL.</scope><scope>KR7</scope><scope>L.G</scope><scope>SOI</scope><orcidid>https://orcid.org/0000-0002-1864-0001</orcidid><orcidid>https://orcid.org/0000-0003-4808-7881</orcidid><orcidid>https://orcid.org/0000-0001-9072-6259</orcidid></search><sort><creationdate>20220701</creationdate><title>New insights on rocking of rigid blocks: Analytical solutions and exact energy‐based overturning criteria</title><author>Charalampakis, Aristotelis E. ; 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Based merely on the law of the conservation of energy, the exact criteria for a rigid block to overturn in the free vibration regime are established for the first time in the context of both nonlinear and linear theory. That is, if the initial conditions of the free oscillation fall within the prescribed stable libration region, then it is a priori determined that the block will not overturn and vice versa. The analytical solution to the nonlinear free rocking problem is also derived, utilizing integration techniques originating from the solution of the nonlinear pendulum. Regarding the forced rocking problem, an approximate analytical solution is presented based on a Taylor series expansion of the equation of motion. Moreover, employing the newly derived overturning criterion richer pulse‐type overturning spectra are constructed, revealing stability and instability regions that had never been shown before in the literature. 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subjects | analytical solutions Colour conservation of energy Criteria Energy conservation Energy conservation law Energy flow Equations of motion Exact solutions Free vibration Initial conditions Libration Mathematical analysis Overturn pulses Rigid blocks rocking Series expansion Spectra stability criteria structural dynamics Taylor series Vibration |
title | New insights on rocking of rigid blocks: Analytical solutions and exact energy‐based overturning criteria |
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