|国家科技期刊平台
首页|期刊导航|建筑结构学报|集成黏滞阻尼伸臂减震装置超高层建筑结构续建改造设计

集成黏滞阻尼伸臂减震装置超高层建筑结构续建改造设计OA北大核心CSTPCD

Reconstruction structural design of super high-rise building with integrated viscous damped outriggers

中文摘要英文摘要

为了在超高层建筑结构续建改造设计中减少已建结构的改造工程量,通过附加黏滞阻尼装置有效提高高层建筑在地震作用下的结构耗能,从而降低结构的内力和变形响应.研究了黏滞阻尼伸臂的变形放大原理,介绍了黏滞阻尼伸臂的最优布置方法,并提出了续建改造多状态矩阵,分析了续建改造项目典型驱动因素,总结了集成黏滞阻尼伸臂减震装置的超高层建筑结构续建改造设计策略,最后以工程实例验证该方法的有效性及准确性.结果表明:黏滞阻尼伸臂适用于以弯曲变形为主的超高层建筑结构,变形放大系数可近似为区格的跨度与高度之比,理论放大系数一般为2~3;采用基于阻尼耗能排序不变假定的黏滞阻尼伸臂设计方法,仅需对结构进行一次满布阻尼计算分析即可确定耗能排序及各附加阻尼方案;在以弯曲变形为主的框架核心筒结构中,阻尼伸臂布置在中、高区减震效果最好,距离该位置越远,耗能效果越差,相邻两道伸臂式阻尼提供的附加阻尼比相差约15%;在续建改造项目中布置黏滞阻尼减震系统,黏滞阻尼器提供的附加阻尼并非越大越好,存在使结构综合成本最低的集成减震设计方案;黏滞阻尼伸臂减震集成设计方法在提升结构抗震性能的同时有效降低了结构续建改造成本,具有实际工程价值.

In order to reduce the amount of reconstruction work of existing structures in the continued reconstruction design of the super high-rise building structure,additional viscous damping device can effectively improve the structural energy dissipation under earthquake,so as to reduce the internal force and deformation of the structure.In this paper,the deformation amplification principle of a damped outrigger was studied,the optimal arrangement method of the damped outrigger was introduced,the multi-state matrix for continued reconstruction was proposed,the typical driving factors of the continued reconstruction project were analyzed,the design strategy of the continued reconstruction of the super high-rise building structure with the integrated damped outrigger was summarized,and finally the effectiveness and accuracy of the method was verified with the background of engineering case.The results show that the viscous damping extension arm is suitable for the super high-rise building structure with bending deformation.The deformation amplification coefficient can be approximated as the ratio of span and height of the cell,and the theoretical amplification coefficient is generally 2-3.Using the design method of the damped outrigger,and assuming that damper energy dissipation is unchanged,the ranking of the ability to dissipate energy and additional scheme can be determined by conducing only one round of layout full damping analysis.The frame-core wall structure is mainly characterized by bending deformation,the damped outrigger has the best effect in the middle and high zones,and reduced energy dissipation is realized if being further away from the position.The additional damping ratio provided by adjacent damped outrigger differs by 15%approximately.The additional damping provided by the viscous damper is not always increased by increasing the damping ratio,and there is an optimal integrated design scheme.The integrated design method proposed in this paper not only improves the seismic performance of structures,but also effectively reduces the cost of continued reconstruction,which has practical engineering value.

胡道航;赵昕

同济大学建筑工程系,上海 200092同济大学建筑工程系,上海 200092||同济大学建筑设计研究院(集团)有限公司,上海 200092

土木建筑

超高层建筑结构续建改造设计敏感性优化方法续建改造多状态矩阵黏滞阻尼伸臂减震集成设计

super high-rise building structurecontinued reconstruction designsensitivity optimization methodmulti-state matrix for continued reconstructionintegrated design with damped outrigger system

《建筑结构学报》 2024 (004)

1-11 / 11

上海市自然科学基金项目(21ZR1469200).

10.14006/j.jzjgxb.2022.0581

评论