[1] 吴涛，白国良，刘伯权. 大型火力发电厂钢筋混凝土框排架主厂房结构抗震性能试验研究 [J]. 建筑结构学报，2007, 28(3): 46-52.

WU Tao, BAI Guoliang, LIU Boquan. Experimental Study on Seismic Behavior of rc Frame-Bent Structure of a Large Scale Power Plant [J]. Journal of Building Structures, 2007, 28(3): 46-52.
[2] 白晓红. 钢筋混凝土框排架结构的平扭耦联多维地震反应分析 [D]. 西安建筑科技大学，2008.

BAI Xiaohong. Multi-Dimensional Seismic Response Analysis of the Reinforced Concrete Frame-Bent Structure Considered Lateral-Torsional Coupled [D]. College of Civil Engineering Xi'An University of Architecture & Technology, 2008.
[3] 白国良，白涌滔，李红星，等. 大型火电厂分散剪力墙-SRC框排架结构抗震性能试验研究 [J]. 工程力学，2011, 28(6): 74-80.

BAI Guoliang, BAI Yongtao, LI Hongxing et al. Experimental Study on Aseismic Behavior of Scattered Shear Wall-SRC Frame-bent Structure in Large-Scale Thermal Power Plant [J]. Engineering Mechanics, 2011, 28(6): 74-80.
[4] 马申. 主厂房采用混凝土单跨框-排架结构的抗震设计措施 [J]. 武汉大学学报(工学版), 2011, 44(10): 90-94.

MA Shen. Use of Aseismic Measures of Single Span Concrete Structure of Framed Bent in Main Power Buildings [J]. Engineering Journal of Wuhan University, 2011, 44(10): 90-94.
[5] 戚永乐，万海涛. 核岛侧常规岛主厂房山墙抗倒塌能力分析 [J]. 南方能源建设，2014, 1(1): 70-74.

QI Yongle, WAN Haitao. The Capacity of Resisting Collapse of the Main Power Building Gable Nearby Nuclear Island [J]. Energy ConStruction, 2014, 1(1): 70-74.
[6] 戚永乐. 基于材料应变的RC梁、柱及剪力墙构件抗震性能指标限值研究 [D]. 广州：华南理工大学，2012.

QI Yongle. Research on Deformation Limits of RC Beams, Columns and Shear Walls Based on Material Strain [D]. Guangzhou: South China University of Technology, 2012.
[7]

Computer and Structures Inc. Perform-3D Nonlinear Analysis and Performance Assessment for 3D Structures User Guide [M]. Computer and Structures, 2006.
[8]

Computer and Structures Inc. Perform Components and Elements for Perform-3D and Perform-Collapse [M]. Computer and Structures, 2006.
[9] DL 5022—2012,火力发电厂土建结构设计技术规定 [S]. 北京；中国建筑工业出版社. 2012.

DL 5022—2012, Technical Stipulation for the Design of Civil Structure of Thermal Power Plant [S]. Beijing: China Building Industry Press. 2012.
[10] GB 50011—2010,建筑抗震设计规范 [S]. 北京；中国建筑工业出版社. 2010.

GB 50011—2010, code of aseismic design of buildings [S]. Beijing: China Building Industry Press. 2010.
[11]

QI Yongle, ZHOU Xinxian, XIE Candong. Research on Material damage Limits of RC Components for Performance-Based Seismic Design and Assessment [J]. Applied Mechanics and Materials, 2013, 12(477): 1101-1104.
[12]

Yongle Qi, Xiaolei Han. Failure Mode Classification of Reinforced Concrete Columns Using Fisher Method [J]. Journal of Central South University of Technology, 2013, 10(20): 2863-2869.
[13]

QI Yongle, ZHOU Xinxian, XIE Candong. Research on Deformation Index Limits of RC Shear Wall Based on Material Damage [J]. Applied Mechanics and Materials, 2014, 1(507): 322-327.
[14] 戚永乐，韩小雷，周新显. 钢筋混凝土梁变形指标限值 [J]. 建筑结构学报. 2011, 42(3): 262-270.

QI Yongle, HAN Xiaolei, ZHOU Xinxian. Deformation performaNce Index Limits of RC Beams [J]. Journal of Building Structures, 2011, 42(3): 262-270.
[15]

FEMA-445. Next Generation Performance Based Seismic Design Guidelines-program for the New and Existing Buildings [S]. Washington DC., Federal Emergency Management Agency, 2006.
[16]

FEMA-356. Prestandard and Commentary for the Seismic Rehabilitation of Buildings [S]. Washington DC., Federal Emergency Management Agency, 2000.
[17]

PRIESTLEY M J N, CALVI G M, Kowalsky M J. Displacement Based Seismic Design of Structures [M]. Iuss Press Pavia, Italy, 2007.
[18]

ASCE/SEI 41-13. Seismic Evaluation and Retrofit of Existing Buildings [S]. US: Federal Emergency Management Agency, 2013.
[19]

GRAHAM H P. Modeling for Structural Analysis [M]. USA: University of California at Berkeley, 2010.