Constant Ductility Energy Factors for the Near-Fault Pulse-Like Ground Motions

被引：19

作者：

Zhai, Changhai ^{[1
,2
]}

Ji, Duofa ^{[1
,2
]}

Wen, Weiping ^{[1
,2
]}

Lei, Weidong ^{[3
]}

Xie, Lili ^{[2
,4
]}

机构：

[1] Harbin Inst Technol, Minist Educ, Key Lab Struct Dynam Behav & Control, Harbin, Heilongjiang, Peoples R China

[2] Harbin Inst Technol, Sch Civil Engn, Harbin 150090, Peoples R China

[3] Harbin Inst Technol, Shenzhen Grad Sch, Shenzhen, Peoples R China

[4] China Earthquake Adm, Inst Engn Mech, Harbin, Peoples R China

来源：

JOURNAL OF EARTHQUAKE ENGINEERING | 2017年 / 21卷 / 02期

基金：

中国国家自然科学基金;

关键词：

Energy Factors; Near-Fault Pulse-Like Ground Motions; Earthquake Magnitude; Rupture Distance; Damping Ratios; INELASTIC DISPLACEMENT RATIOS; BUCKLING-RESTRAINED BRACES; STRENGTH-REDUCTION FACTORS; SEISMIC DESIGN; EARTHQUAKE FAULTS; BALANCE CONCEPT; SPECTRA; FRAMES; SYSTEMS; DIRECTIVITY;

D O I：

10.1080/13632469.2016.1157529

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This study is focused on the constant ductility energy factors for bilinear system under the near-fault pulse-like ground motions. The variation of energy factors is studied in consideration of the earthquake magnitude, rupture distance, damping ratios, and post-yield stiffness ratios. The results indicate that the near-fault pulse-like ground motions would increase the energy dissipation of structures. The energy factors are significantly influenced by the earthquake magnitude. The damping ratios have more obvious influences on the energy factors than the post-yield stiffness ratios. A predictive model is proposed for the application of constant ductility energy factors for near-fault pulse-like ground motions.

引用

页码：343 / 358

页数：16

共 50 条

[31] Influence of Pulse-Like Near-Fault Ground Motions on the Base-Isolated Buildings with LRB Devices
ozuygur, Ali Ruzi
Noroozinejad Farsangi, Ehsan
PRACTICE PERIODICAL ON STRUCTURAL DESIGN AND CONSTRUCTION, 2021, 26 (04)
[32] Seismic response of a concrete-faced rockfill dam to near-fault pulse-like ground motions
Zou D.
Han H.
Kong X.
Zhou Y.
Kong, Xianjing (kongxj@dlut.edu.cn), 1600, International Research and Training Center on Erosion and Sedimentation and China Water and Power Press (48): : 78 - 85
[33] Quantitative identification of near-fault pulse-like ground motions based on variational mode decomposition technique
Feng, Jun
Zhao, Boming
Zhao, Tianci
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2021, 151
[34] Duration effect of near-fault pulse-like ground motions and identification of most suitable duration measure
Guo, Guiqiang
Yang, Dixiong
Liu, Yunhe
BULLETIN OF EARTHQUAKE ENGINEERING, 2018, 16 (11) : 5095 - 5119
[35] Wavelet-Based Method for Generating Nonstationary Artificial Pulse-Like Near-Fault Ground Motions
Amiri, G. Ghodrati
Rad, A. Abdolahi
Hazaveh, N. Khanmohamadi
COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING, 2014, 29 (10) : 758 - 770
[36] Probability density evolution method based stochastic simulation of near-fault pulse-like ground motions
Luo, Chengrui
Peng, Yongbo
PROBABILISTIC ENGINEERING MECHANICS, 2024, 76
[37] Strength reduction factor of self-centering structures under near-fault pulse-like ground motions
Dong, Huihui
Han, Qiang
Du, Xiuli
Qiu, Canxing
ADVANCES IN STRUCTURAL ENGINEERING, 2021, 24 (01) : 119 - 133
[38] Seismic Performance Assessment of a RC Bridge Retrofitted with SCEBs Under Near-Fault Pulse-Like Ground Motions
Dong, Huihui
Wen, Jianian
Han, Qiang
Du, Xiuli
JOURNAL OF EARTHQUAKE ENGINEERING, 2023, 27 (13) : 3705 - 3727
[39] Predictive model for seismic displacements of flexible sliding block subjected to near-fault pulse-like ground motions
Xiang, Chenlin
Zhang, Yingbin
Huang, Dongliang
Ueda, Kyohei
Fu, Haiying
Liu, Jing
Zhao, Lianheng
ENGINEERING GEOLOGY, 2023, 320
[40] Seismic response and correlation analysis of a pile-supported wharf to near-fault pulse-like ground motions
Wang, Jianfeng
Su, Lei
Xie, Libo
Ling, Xianzhang
Ju, Peng
Earthquake Engineering and Engineering Vibration, 2024, 23 (04) : 883 - 897

← 1 2 3 4 5 →