[1]WANG Jianze,ZHA Junlong,DAI Kaoshan,et al.Optimal Architectural Design of Commercial Buildings Based on Seismic Loss Risk[J].Journal of Seismological Research,2022,45(04):641-652.[doi:10.20015/j.cnki.ISSN1000-0666.2022.0064]
Copy

Optimal Architectural Design of Commercial Buildings Based on Seismic Loss Risk

References:

任军宇,潘鹏,王涛,等.2021.GB/T 38591—2020《建筑抗震韧性评价标准》解读[J].建筑结构学报,42(1):48-56.
石晟,杜东升,王曙光,等.2020.高层钢结构不同减震加固方案的抗震韧性评估[J].土木工程学报,53(4):71-82.
田源,李梦珂,解琳琳,等.2018.采用新一代性能化设计方法对比典型中美高层建筑地震损失[J].建筑结构,48(4):26-33.
闫佳琦,陈相兆,孙柏涛.2021.地震人员伤亡评估方法及损失评估系统综述[J].工程力学,38(12):1-16.
叶良浩,曲哲,孙海林,等.2020.采用不同减震结构体系的医疗建筑地震经济损失评估[J].建筑结构学报,41(7):15-26.
曾翔,刘诗璇,许镇,等.2016.基于FEMA-P58方法的校园建筑地震经济损失预测案例分析[J].工程力学,33(S1):113-118.
中国平安企业团体综合意外险[EB/OL].(2021-03-01).[2021-05-26].http://baoxian.pingan.com/product/tuanyixian.shtml?WT.mc_id=TCW-BD-XZ-20210201-018018&WT.srch=1,2021.
Ding X.2006.Redundancy in steel braced frames under seismic excitations[D].Bloominton-Normal:University of Illinois.
Guha-Sapir D,Vos F,Below R,et al.2012.Annual disaster statistical review 2011:the numbers and trends[R].Centre for Research on the Epidemiology of Disasters(CRED).
Hsiao P,Lehman D E,Roeder C W.2012.Improved analytical model for special concentrically braced frames[J].Journal of Constructional Steel Research,73(2012):80-94.
Huan H X,Wen F L,Yan Q G.2012.Statistical analysis of steel frame
structure drift angle[J].Applied Mechanics and Materials,208:1102-1108.
Hwang S,Lignos D G.2017.Earthquake-induced loss assessment of steel frame buildings with special moment frames designed in highly seismic regions[J].Earthquake Engineering and Structural Dynamics,46(13):2141-2162.
Jayaram N,Shome N,Rahnama M.2012.Development of earthquake vulnerability functions for tall buildings[J].Earthquake Engineering and Structural Dynamics,41(11):1495-1514.
Mitrani-Reiser J.2007.An ounce of prevention:probabilistic loss estimation for performance-based earthquake engineering[D].Earthquake Engineering Research Laboratory.
O’Reilly G J,Calvi G M.2021.A seismic risk classification framework for non-structural elements[J].Bulletin of Earthquake Engineering,19(13):5471-5494.
Reilly G J,Sullivan T J.2018.Probabilistic seismic assessment and retrofit considerations for Italian RC frame buildings[J].Bulletin of earthquake engineering,16(3):1447-1485.
Silva A,Macedo L,Monteiro R,et al.2020.Earthquake-induced loss assessment of steel buildings designed to Eurocode 8[J].Engineering Structures,208(2020):1-15.
Steneker P,Filiatrault A,Wiebe L,et al.2020.Integrated structural-nonstructural performance-based seismic design and retrofit optimization of buildings[J].Journal of Structural Engineering,146(8):04020141.
Wang J,Burton H V,Dai K.2021.Reliability-based assessment of percentage combination rules considering the collapse performance of special concentrically braced frames[J].Engineering Structures,226(2021):1-13.
Zeng X,Lu X Z,Yang T Y,et al.2016.Application of the FEMA-P58 methodology for regional earthquake loss prediction[J].Natural Hazards,83(1):177-192.
ASCE/SEI 7-16—2016,Minimum design loads for buildings and other structures[S].
FEMA 350—2000,NEHRP recommended seismic design criteria for new steel moment-frame buildings[S].
FEMA 695—2009,Quantification of building seismic performance factors[S].
FEMA P58—2012,Seismic performance assessment of buildings[S].
GB 50009—2012,建筑结构荷载规范[S].
GB/T 38591—2020,建筑抗震韧性评价标准[S].
Similar References:

Memo

-

Last Update: 2022-08-01

Online:233       Total Traffic Statistics:4260739

Copyright:Editorial Office of Journal of Seismological Research
Address:148 Beichen Street, North District of Kunming City, Yunnan, China Tel: 86-0871-3355074