纸质出版:2009
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[1]周云,汪大洋,陈小兵.基于性能的结构抗风设计理论框架[J].防灾减灾工程学报,2009,29(03):244-251.
周云, 汪大洋, 陈小兵. Framework on Performance-Based Wind-Resistant Design Theory[J]. 2009, 29(3): 244-251.
提出了基于性能的结构抗风设计理论框架
将风压强度划分为4个设计风压等级(弱风压、中风压、强风压及超强风压)
将人体振动舒适度划分为6个等级(无振感、轻微振感、中等振感、烦恼、非常烦恼和无法忍受)、三种振动水平(与人的舒适感相关的振动水平、与人正常工作和操作有关的振动水平、与人的生理健康直接相关的振动水平)。结合不同类别建筑物的性能需求及人体振动舒适度的要求
将结构风振性能水准划分为4种状态(性能健康、性能亚健康、性能病态及性能丧失)
将结构风振性能目标划分为5个等级(A、B、C、D、E)。提出了结构抗风概念设计与计算分析的一般原则
给出了结构性能抗风安全性评价及社会经济评价基本内容的建议。
Based on the researches at home and abroad
a tentative framework on performance-based wind-resistant design theory is proposed in this paper.Four kinds of wind pressure fortification levels(weak wind-pressure
middle wind-pressure
strong wind-pressure and super-strong wind-pressure) are proposed.Human body’s vibration comfort is suggested to be divided into six kinds of vibration ranks(without vibration sense
mild vibration sense
middling vibration sense
annoyance
super annoyance and unable tolerance) and three kinds of vibration levels(vibration level correlate with human’s general life
with human’s general work and with human’s physical health).Four states of structural performance level(performance health
performance sub-health
performance ill-health and performance loss) were divided according to performance demands of different buildings
and human body’s vibration comfort
and five ranks of structural performance objective(A
B
C
D and E) are proposed.General principles of structural wind-resistant conceptual design and calculation are suggested and basic matters of safety evaluation and socioeconomic evaluation are advised.
基于性能的耗能减震加固设计理论框架 [J]. 周云,丁春花,邓雪松. 工程抗震与加固改造 . 2005(05)
基于性能的建筑结构抗震设计 [J]. 汪梦甫,周锡元. 建筑结构 . 2003(03)
混凝土高层建筑结构地震破坏准则研究现状分析 [J]. 汪梦甫,周锡元. 工程抗震 . 2002(03)
在用RC框架结构基于位移的抗震性能评估 [J]. 田颖,钱稼茹,刘凤阁. 建筑结构 . 2001(07)
基于烦恼率模型的工程结构振动舒适度设计新理论 [D]. 宋志刚. 浙江大学 2003
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