1MIDORIKAWA M,AZUHATA T,ISHIHARA T,et al.Earthquake Response Reduction of Buildings by Rocking Structural Systerns[C]//LIU S C,PINES D J.Smart Structures and Materials 2002:Smart Systems for Bridges,Structures,and Highways.Bellingham:SPIE,2002:265-272.
2AJRAB J J,PEKCAN G,MANDER J B.Rocking Wall-frame Structures with Supplemental Tendon Systems[J].Journal of Structural Engineering,2004,130(6):895-903.
3EATHERTON M R,HAJJAR J F,DEIERLEIN G G,et al.Controlled Rocking of Steel-framed Buildings with Replaceable Energy-dissipating Fuses[C]//WCEE.The 14th World Conference on Earthquake Engineering.Beijing:WCEE,2008:12-17.
4MARRIOTT D,PAMPANIN S,BULL D,et al.Dynamic Testing of Precast,Post-tensioned Rocking Wall Systems with Alternative Dissipating Solutions[C]//NZSEE.Proceedings of 2008 NZSEE Conference.Palmerston:NZSEE,2008:90-103.
5MACRAE G.The Development and Use of the Continuous Column Concept[C]//CUEE.Proceedings of the 7th International Conference on Urban Earthquake Engineering & the 5th International Conference on Earthquake Engineering.Tokyo:CUEE,2010:1-10.
6JI X D,KATO M,WANG T,et al.Effect of Gravity Columns on Mitigation of Drift Concentration for Braced Frames[J].Journal of Constructional Steel Research,2009,65(12):2148-2156.
7STEVENSON M,PANIAN L,KOROLYK M,et al.Post-tensioned Concrete Walls and Frames for Seismic-resistance-a Case Study of the David Brower Center[C]//SEAOC.SEAOC 2008 Convention Proceedings.Berkeley:SEAOC,2008:1-8.
8PANIAN L,STEYER M,TIPPING S.Post-tensioned Concrete Walls for Seismic Resistance-an Innovative Approach to Earthquake Safety and Concrete Construction in Buildings[J].Journal of the Post-tensioning Institute,2007,5(1):7-16.
9WADA A,QU Z,ITO H,et al.Seismic Retrofit Using Rocking Walls and Steel Dampers[C]//ASCE.Proceedings of ATC/SEI Conference on Improving the Seismic Performance of Existing Buildings and Other Structures.San Francisco:ASCE,2009:1-10.