The advancement of seismic isolation and energy dissipation mechanisms based on friction

C Zhang, A Ali - Soil Dynamics and Earthquake Engineering, 2021 - Elsevier
The historical development and practical implementation of structural base isolation systems
that work on the principle of friction are discussed in the light of analytical, numerical, and …

Historical development of friction-based seismic isolation systems

PM Calvi, GM Calvi - Soil Dynamics and Earthquake Engineering, 2018 - Elsevier
Base isolation has emerged as one of the most effective high-tech strategies for protecting
infrastructure under seismic loading. This review paper discusses the historical development …

Seismic simulation of an integrated ceiling-partition wall-piping system at E-Defense. I: Three-dimensional structural response and base isolation

KL Ryan, S Soroushian, EM Maragakis… - Journal of Structural …, 2016 - ascelibrary.org
The seismic response of a full-scale, 5-story steel moment frame building in base-isolated
and fixed-base configurations with an integrated suspended ceiling-partition wall-sprinkler …

多层建筑结构水平剪扭-竖向地震反应的智能复合隔震控制

瞿伟廉, 周强, 苏经宇, 苏幼坡, 陈波 - 地震工程与工程振动, 2003 - pubs.cstam.org.cn
本文在提出了" 碟形弹簧-橡胶隔震垫" 和MR 阻尼器组合而成的智能复合隔震系统的基础上,
建立了智能复合隔震系统对多层建筑结构" 水平剪扭-竖向" 地震反应控制的设计计算方法 …

Analytical approach for vertical floor acceleration of regular RC frames under earthquake excitation

Y Xiang, J Guo, S Kishiki - Engineering Structures, 2022 - Elsevier
Vertical floor acceleration (VFA) analysis arises as an important issue for seismic design of
floor-attached nonstructural components (eg, ceilings). However, to date, estimating the VFA …

Performance of flexible frame building with horizontal and 3D seismic isolation when subjected to 3D ground shaking

W Eltahawy, KL Ryan - Earthquake Spectra, 2020 - journals.sagepub.com
Seismic isolation is known to effectively mitigate the effects of horizontal ground shaking in
building structures. Recent research has suggested that vertical excitation causes high …

碟形弹簧竖向减震体系的分析与研究

刘天适, 赵强, 王兴国, 苏幼坡, 苏经宇 - 世界地震工程, 2004 - pubs.cstam.org.cn
碟形弹簧竖向减震体系的分析与研究 期刊网首页 期刊首页 高级检索 2.{{subColumn.name}}
高级检索 集群首页 {{newsColumn.name}} 1.{{subColumn.name}} 碟形弹簧竖向减震体系的 …

[PDF][PDF] INVESTIGATIONS ON OVERTURNING BEHAVIOR OF A 3D ISOLATION SYSTEM WITH SUPER LARGE ASPECT RATIO

P Chen, Y Zhou, K Ma - wcee.nicee.org
An effective isolation system requires a lower stiffness relative to the structure to extend the
natural period from the dominant frequency of the external excitations. The basic …

[引用][C] 碟形弹簧竖向减震装置的研究

张玉敏, 苏幼坡, 梁军, 苏经宇, 瞿伟廉 - 哈尔滨工业大学学报, 2005

[引用][C] 钢管混凝土核心柱预应力梁框架节点试验研究

邓志恒, 王晓燕, 张喜德, 范业庶 - 工业建筑, 2006