Application of the Deformation Behavior Evaluation Method for the Quick Inspection of U-Shaped Steel Dampers

被引:1
作者
Zheng, Haowen [1 ]
Kishiki, Shoichi [1 ]
机构
[1] Tokyo Inst Technol, Sch Environm & Soc, J3-1, 4259 Nagatsuta, Midori, Yokohama 2268503, Japan
关键词
U-shaped steel damper; residual plastic deformation; cumulative damage; precision verification; quick inspection; SIGNIFICANT DURATION;
D O I
10.1080/13632469.2022.2151528
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Practical cumulative damage evaluation methods are essential for commercializing metallic dampers, such as U-shaped steel dampers. The high dependence on numerical simulations, such as time-history analysis, significantly restricts the use of the previously reported cumulative damage evaluation method in the quick inspection of U-shaped steel dampers. This makes simplifying and efficiently certifying the estimated value of cumulative damage difficult. Therefore, the precision verification approach of the previously reported damage evaluation method and quick inspection method are combined in this study based on the change in the shape of the dampers caused by dynamic cyclic loading.
引用
收藏
页码:3807 / 3826
页数:20
相关论文
共 26 条
[1]   STANDARDIZATION OF THE RAINFLOW COUNTING METHOD FOR FATIGUE ANALYSIS [J].
AMZALLAG, C ;
GEREY, JP ;
ROBERT, JL ;
BAHUAUD, J .
INTERNATIONAL JOURNAL OF FATIGUE, 1994, 16 (04) :287-293
[2]  
Arias A., 1970, SEISMIC DESIGN NUCL
[3]   Ground motion prediction equations for significant duration using the KiK-net database [J].
Bahrampouri, Mahdi ;
Rodriguez-Marek, Adrian ;
Green, Russell A. .
EARTHQUAKE SPECTRA, 2021, 37 (02) :903-920
[4]   THE EFFECTIVE DURATION OF EARTHQUAKE STRONG MOTION [J].
Bommer, Julian J. ;
Martinez-Pereira, Alejandro .
JOURNAL OF EARTHQUAKE ENGINEERING, 1999, 3 (02) :127-172
[5]   The Influence of Strong-Motion Duration on the Seismic Response of Masonry Structures [J].
Bommer, Julian J. ;
Magenes, Guido ;
Hancock, Jonathan ;
Penazzo, Paola .
BULLETIN OF EARTHQUAKE ENGINEERING, 2004, 2 (01) :1-26
[6]   Correlation of Significant Duration with Amplitude and Cumulative Intensity Measures and Its Use in Ground Motion Selection [J].
Bradley, Brendon A. .
JOURNAL OF EARTHQUAKE ENGINEERING, 2011, 15 (06) :809-832
[7]  
Disaster Prevention Research K-NEt Kik-net, 2019, NAT RES I EARTH SCI, DOI [10.17598/NIED.0004, DOI 10.17598/NIED.0004]
[8]   Reliability of U-shaped steel dampers used in base-isolated structures subjected to biaxial excitation [J].
Ene, Diana ;
Yamada, Satoshi ;
Jiao, Yu ;
Kishiki, Shoichi ;
Konishi, Yoshinao .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2017, 46 (04) :621-639
[9]   Experimental study on the bidirectional inelastic deformation capacity of U-shaped steel dampers for seismic isolated buildings [J].
Ene, Diana ;
Kishiki, Shoichi ;
Yamada, Satoshi ;
Jiao, Yu ;
Konishi, Yoshinao ;
Terashima, Masao ;
Kawamura, Norihisa .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2016, 45 (02) :173-192
[10]  
Japan Institute of Architects and Japan Aseismic Safety Organization (JASO), 1997, EARTHQUAKE RESISTANT, P28