4Ajrab J.J.,Pekcan G,Mandcr J.B.,2004.Rocking wall-frame structures with supplemental tendon systems.Journal of Structural Engineering,130 (6):895-903.
5ASCE 7-05,2005.Minimum design loads for buildings and other structures.
6BSL,2004.The Building Standard Law of Japan.Translated by Sansei International Inc.4th ed.Tokyo:The Building Center of Japan.
7Deierlein GG,Ma X.,Eatherton M.et al.,2009.Collaborative research on development of inoovative steel braced frame systems with controlled rocking and replaceable fuses.Proc.6th International Conference on Urban Earthquake Engineering,Tokyo:413-416.
8Dooley K.L.,Bracci J.M.,2001.Seismic evaluation of column-to-beam strength ratios in reinforced concrete frames.ACI Structural Journal,98 (6):843-851.
9Kabeyazawa T.,Matsumori T.et al.,2006.Plan of 3-D dynamic collapse tests on three-story reinforced concrete buildings with flexible foundation.(in print).
10Marriott D.,Pampanin S.,Bull D.,Palermo A.,2008.Dynamic testing of precast,post-tensioned rocking wall systems with alternative dissipating solutions.Bulletin of the New Zealand Society for Earthquake Engineering,41 (2):90-103.
