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 |