[1] 吕西林,全柳萌,蒋欢军.从16届世界地震工程大会看可恢复功能抗震结构研究趋势 [J].地震工程与工程振动,2017,37(3):1-9. [2] 何晴光,徐 力,张玉军.安装有自复位耗能摇摆柱的RC框架动力弹塑性分析 [J].兰州理工大学学报,2019,45(1):137-144. [3] 徐 飞,金 豪,方有珍,等.新型PEC柱-钢梁边节点BRS板部分自复位连接抗震性能数值模拟 [J].兰州理工大学学报,2019,45(2):1-8. [4] 周 云,房晓俊,王贤鹏,等.可更换连梁抗震性能研究与应用进展 [J].工程抗震与加固改造,2017,39(3):1-10. [5] FORTNEY P J,SHAHROOZ B M,RASSATI G A.Large-scale testing of a replaceable “fuse” steel coupling beam [J].Journal of Structural Engineering,2007,133(12):1801-1807. [6] RASSATI G A,FORTNEY P J,SHAHROOZ B M.Design of innovative coupling beams for use in hybrid coupled core wallsystems [C]//NSF CMMI Research and Innovation Conference.Honolulu,US:Grant CMMI,2009:22-25. [7] KURAMA Y C,SHEN Q.Post-tensioned hybrid coupled walls under lateral loads [J].Journal of Structural Engineering,2004,130(2):297-309. [8] SHEN Q,KURAMA Y C.Nonlinear behavior of post-tensioned hybrid coupled wall subassemblages [J].Journal of Structural Engineering,2002,128(10):1290-1300. [9] CHUNG H S,MOON B W,LEE S K,et al.Seismic performance of friction dampers using flexure of RC shear wall system [J].The Structural Design of Tall and Special Buildings,2009,18(7):807-822. [10] LYONS R M,CHRISTOPOULOS C,MONTGOMERY M S.Enhancing the seismic performance of RC coupled wall high-rise buildings with viscoelastic coupling dampers[C]//15WCEE.Lisbon,Portugal:WIT Transactions on Information and Communication Technologies,2012:24-28. [11] 周 云,卢德辉,张 敏,等.钢管铅阻尼器疲劳性能试验研究 [J].建筑结构学报,2018,39(7):131-136. [12] 周 云,卢德辉,张 敏,等.钢管铅阻尼器滞回性能试验研究 [J].建筑结构学报,2017,38(9):102-109. [13] 刘少波,李爱群.泡沫铝/聚氨酯复合材料摩擦阻尼器性能试验研究 [J].土木工程学报,2018,51(8):28-36. [14] 何晴光,刘鲡佐.叠合齿形钢板复合阻尼耗能型可更换连梁:201610024346.4 [P].2018-03-27. [15] 胡凯峰.复合阻尼耗能可更换连梁的抗震性能分析 [D].兰州:兰州理工大学,2018. [16] 陆新征,蒋 庆,廖志伟,等.建筑抗震弹塑性分析 [M].北京:中国建筑工业出版社,2015. [17] 中华人民共和国住房和城乡建设部.高层建筑混凝土结构技术规程:JGJ3—2012 [S].北京:中国建筑工业出版社,2010. [18] 徐国林,徐 倩,王祥建,等.混凝土单轴弹塑性损伤本构模型及参数确定 [J].广西大学学报(自然科学版),2016,41(2):332-338. [19] 王利强.新型耗能连梁抗震性能研究 [D].哈尔滨:哈尔滨工业大学,2015. |