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原文传递 Application of a Translational Tuned Mass Damper Designed by Means of Genetic Algorithms on a Multistory Cross-Laminated Timber Building
题名: Application of a Translational Tuned Mass Damper Designed by Means of Genetic Algorithms on a Multistory Cross-Laminated Timber Building
正文语种: 英文
作者: Guillaume Herve Poh'sie; Corrado Chisari; Giovanni Rinaldin; Massimo Fragiacomo;Claudio Amadio;Ario Ceccotti
作者单位: Univ, of Trieste, Piazzale Europa 1;Univ, of Sassari
关键词: Genetic algorithms; Tuned mass dampers; Springs; Shear wall; Wooden structures; Dynamic analysis; Seismic performance; Timber; Cross-laminated timber; X-lam; Wood structures.
摘要: This paper presents a numerical study conducted on a seven-story timber building made of cross-laminated (X-lam) panels, equipped with a linear translational tuned mass damper (TMD). The TMD is placed on the top of the building as a technique for reducing the notoriously high drifts and seismic accelerations of these types of structures. TMD parameters (mass, stiffness, and damping) were designed using a genetic algorithm (GA) technique by optimizing the structural response under seven recorded earthquake ground motions compatible, on average, with a predefined elastic spectrum. Time-history dynamic analyses were carried out on a simplified two-degree-of-freedom system equivalent to the multistory building, while a detailed model of the entire building using two-dimensional elastic shell elements and elastic springs for modeling connections was used as a verification of the evaluated solution. Several comparisons between the response of the structure with and without TMD subjected to medium- and high-intensity recorded earthquake ground motions are presented, and the effectiveness and limits of these devices for improving the seismic performance of X-lam buildings are critically evaluated. DOI: 10.106l/(ASCE)ST.1943-541X.0001342. © 2015 American Society of Civil Engineers.
出版日期: 2016.04
出版年: 2016
期刊名称: Journal of Structural Engineering
卷: Vol.142
期: NO.04
页码: E4015008
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