Citation: | Feng Yunfen, Gong Jinxin, Wang Jianchao. DETERMINATION OF FREQUENT VALUE AND QUASI-PERMANENT VALUE OF FLOOR LIVE LOAD AND WIND LOAD[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 74-78. doi: 10.13204/j.gyjz201207010 |
建筑结构安全度研究组.建筑结构安全度与设计准则概述[J].工业建筑,1978,8(4):49-54.
|
[2] ACI 318-08.Building code requirements for structural concrete[S].
|
[3] AISI-2001.North American Specification for the Design of cold-formed steel structural members[S].
|
[4] AASHTO LRFD.Bridge design specifications and commentary.Wshington,D.C.:American Association of State HighwayTransportation Officials,2007.
|
[5] EN1990:2002.Eurocode Basis of structure design[S].
|
[6] CSA.National code of building structures[S].
|
[7] GB50153-2008工程结构可靠度设计统一标准[S].
|
[8] 林忠民.办公楼与住宅楼面活荷载的统计分析[J].工业建筑,1982,12(1):59-61.
|
[9] 高虎,刘薇等.中国风资源测量和评估实务[M].北京:化学工业出版社,2008:92-95.
|
[10] 罗乃东.基于可靠度的高层、高耸结构抗风分析[D].大连:大连理工大学,2002.
|