地震工程从抗震减隔震到可恢复性(9)
[58]Ji X D, Liu D, Sun Y, et performance assessment of a hybrid coupled wall system with replaceable steel coupling beams versus traditional RC coupling beams[J].Earthquake Engineering and Structural Dynamics, 2017, 46(4): 517―535.
[59]毛苑君, 吕西林.带可更换墙脚构件剪力墙的低周反复加载试验[J].中南大学学报(自然科学版), 2014,45(6): 2029―2040.Mao Yuanjun, Lü cyclic tests of RC shear wall with replaceable foot parts[J].Journal of Central South University (Science and Technology),2014, 45(6): 2029―2040.(in Chinese)
[60]刘其舟, 蒋欢军.新型可更换墙脚部件剪力墙设计方法及分析[J].同济大学学报(自然科学版), 2016, 44(1):37―44.Liu Qizhou, Jiang method of new type of reinforced concrete shear wall with replaceable corner components and its analysis[J].Journal of Tongji University (Natural Science), 2016, 44(1): 37―44.(in Chinese)
[61]Federal Emergency Management Agency (FEMA).NEHRP guidelines and commentary for seismic rehabilitation of buildings, FEMA 273[R].Washington,DC: Federal Emergency Management Agency, 1997.
[62]Federal Emergency Management Agency (FEMA).Prestandard and commentary for the seismic rehabilitation of buildings, FEMA 356[R].Washington,DC: Federal Emergency Management Agency, 2000.
[63]Federal Emergency Management Agency (FEMA).Next-generation performance-based seismic design guidelines: program plan for new and existing buildings,FEMA 445[R].Washington, DC: Federal Emergency Management Agency, 2007.
[64]Chopra A K, Goel R K.Direct displacement-based design: Use of inelastic design spectra[J].Earthquake Spectra, 2001, 17(1): 47―64.
[65]马宏旺.一种直接基于位移的抗震设计方法[J].地震工程与工程振动, 2007, 27(2): 45―50.Ma direct displacement-based seismic design method[J].Earthquake Engineering and Engineering Vibration, 2007, 27(2): 45―50.(in Chinese)
[66]Akbas B, Shen J, Hao H.Energy approach in performance-based seismic design of steel moment resisting frames for basic safety objective[J].Structural Design of Tall buildings, 2001, 10(3): 193―217.
[67]叶列平, 缪志伟, 程光煜, 等.建筑结构基于能量抗震设计方法研究[J].工程力学, 2014, 31(6): 1―12.Ye Lieping, Miao Zhiwei, Cheng Guangyu, et al.Study on the energy-based seismic design method of building structures[J].Engineering Mechanics, 2014, 31(6): 1―12.(in Chinese)
[68]Priestley M J N, Calvi G M, Kowalsky M seismic design of structures[M].Pavia, Italy: IUSS Press, 2007: 1―132.
[69]Priestley M J N.Direct displacement-based design of precast/prestressed concrete buildings[J].PCI Journal,2002, 47(6): 66―79.
[70]Pennucci D, Calvi G M, Sullivan T design of precast walls with additional dampers[J].Journal of Earthquake Engineering, 2009, 13(sup1): 40―65.
[71]杨博雅, 吕西林.预应力预制混凝土剪力墙结构直接基于位移的抗震设计方法及应用[J].工程力学, 2018,35(2): 59―66,75.Yang Boya, Lü displacement-based aseismic design and application for prestressed precast concrete shear-wall structures[J].Engineering Mechanics, 2018, 35(2): 59―66,75.(in Chinese)
[72]Rahman M A, Sritharan S.An evaluation of force-based design displacement-based design of jointed precast post-tensioned wall systems[J].Earthquake Engineering and Structural Dynamics, 2006, 5(2): 285―296.
[73]Federal Emergency Management Agency (FEMA).Seismic performance assessment of buildings, volume I:methodology, FEMA P-58[R].Washington, DC: Federal Emergency Management Agency, 2012.
[74]Wada A, Qu Z, Ito H, et retrofit using rocking walls and steel dampers[C]// American Society of Civil Engineering(ASCE).ATC & SEI Conference on Improving the Seismic Performance of Existing Buildings and Other Structures, San Francisco, USA:ASCE, 2009: 1010―1021.
[75]曲哲, 和田章, 叶列平.摇摆墙在框架结构抗震加固中的应用[J].建筑结构学报, 2011, 32(9): 11―19.Qu Zhe, Wada Akira, Ye retrofit of frame structures using rocking wall system[J].Journal of Building Structures, 2011, 32(9): 11―19.(in Chinese)
[76]Cattanach A, Pampanin S.21st Century precast: the detailing and manufacture of NZ’s first multi-storey PRESSS building[C]// New Zealand Concrete of New Zealand Concrete Industry Conference, Rotorua, New Zealand: New Zealand Concrete Industry, 2008.
[77]Kam W Y, Pampanin S.The seismic performance of RC buildings in the 22 February 2011 Christchurch earthquake[J].Structural Concrete, 2011, 12(4): 223―233.
[78]Latham D A, Reay A M, Pampanin street medical centre: application of an advanced flag-shape steel rocking system[C]// New Zealand Society for Earthquake Engineering (NZSEE).NZSEE Annual Conference 2013, Wellington, New Zealand: NZSEE,2013: 1―15.
[79]吕西林, 周颖, 陈聪.可恢复功能抗震结构新体系研究进展[J].地震工程与工程振动, 2014, 34(4): 130―139.Lü Xilin, Zhou Ying, Chen progress on innovative earthquake-resilient structural systems[J].Earthquake Engineering and Engineering Mechanics,2014, 34(4): 130―139.(in Chinese)
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