Questionnaire surveys on damages at high-rise buildings and synthesized near-fault long-period strong ground motions of the 2018 Hualien, Taiwan, earthquake

被引:0
|
作者
Wang, Xin [6 ]
Nagano, Masayuki [1 ]
Si, Hongjun [2 ]
Chang, Wen-Yen [3 ]
Kuo, Chun-Hsiang [4 ]
Lin, Che-Min [5 ]
机构
[1] Tokyo Univ Sci, Chiba, Japan
[2] Seismol Res Inst Inc, Tokyo, Japan
[3] Natl Dong Hwa Univ, Hualien, Taiwan
[4] Natl Cent Univ, Taoyuan, Taiwan
[5] Natl Ctr Res Earthquake Engn, Taipei, Taiwan
[6] Ashikaga Univ, Ashikaga, Tochigi, Japan
关键词
2018 hualien earthquake; Questionnaire survey on building damages; Near-fault strong ground motions; Long-period pulse-like strong ground motions; Characteristic seismic source model; Site effects; W; 6.4; HUALIEN; LONGITUDINAL VALLEY; CRUSTAL DEFORMATION; MODEL; ZONE; CITY;
D O I
10.1016/j.ijdrr.2021.102343
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
Long-period pulse-like strong ground motions were recorded near the Milun fault and caused serious building damages in the Hualien City during the main shock of the 2018 Hualien, Taiwan, earthquake. In this paper, questionnaire survey on feeling of shaking, indoor damages, structural, and nonstructural damages to high-rise reinforced concrete residential buildings were analyzed by three building groups according to the positions to the Milun fault and different site conditions. Relationships between the results of questionnaire survey on building damages and characteristics of strong ground motions were studied. Furthermore, a characterized seismic source model was proposed to elucidate the generation mechanism of near-fault long-period strong ground motions. In this model, a shallow strong motion generation area (SMGA7) in the south part of Milun fault with rise-time of 2.6 s contributed to the long-period pulse-like strong ground motions. Besides, a deep SMGA (SMGA8) under the SMGA7 with rise-time of 1.2 s also contributed to the strong ground motions. Using this model, strong ground motions at the sites of buildings for questionnaire survey were synthesized. Because of the directivity effects, amplitudes of ground motions were increased from north to south along the Milun fault, which can explain the serious building damages at the buildings located at the southwest to the Milun fault. The reasons of building damages were also examined from the aspect of predominant periods of ground sites and fundamental periods of buildings, which were extracted from microtremor measurement. Damages at the buildings located on the central part of the hanging wall with relatively good site condition were the lightest for almost all the surveyed items. Pulses with period in the range of 1 s-2 s which were generated by the SMGA8 and amplified by the near surface layers are considered to be responsible for building damages.
引用
收藏
页数:19
相关论文
共 50 条
  • [1] Shaking and indoor damages of high-rise residential buildings during the 2018 hualien, Taiwan, earthquake inferred from questionnaire survey
    Watanabe T.
    Wang X.
    Nagano M.
    [J]. AIJ Journal of Technology and Design, 2021, 27 (65) : 142 - 147
  • [2] Seismic responses of super high-rise buildings under long-period ground motions
    Zhang, Zi-Hang
    Li, Qiu-Sheng
    [J]. ENGINEERING STRUCTURES, 2023, 294
  • [3] Effect of near-fault ground motions with long-period pulses on the tunnel
    Zhao, Wu-Sheng
    Chen, Wei-Zhong
    [J]. JOURNAL OF VIBROENGINEERING, 2015, 17 (02) : 841 - 858
  • [4] Effect of near-fault ground motions with long-period pulses on the tunnel
    State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, China
    [J]. J. Vibroeng., 2 (841-858):
  • [5] The 2011 off the Pacific coast of Tohoku earthquake and response of high-rise buildings under long-period ground motions
    Takewaki, I.
    Murakami, S.
    Fujita, K.
    Yoshitomi, S.
    Tsuji, M.
    [J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2011, 31 (11) : 1511 - 1528
  • [6] Dynamic response characteristics of super high-rise buildings subjected to long-period ground motions
    陈清军
    袁伟泽
    李英成
    曹丽雅
    [J]. Journal of Central South University, 2013, 20 (05) : 1341 - 1353
  • [7] Intensity scales of long-period ground motions correlated with structural responses of high-rise buildings
    Kanda, Katsuhisa
    Abe, Masashi
    Suzuki, Yoshitaka
    Fujiwara, Hiroyuki
    Morikawa, Nobuyuki
    Maeda, Takahiro
    Koshika, Norihide
    Okano, Hajime
    Kato, Kenichi
    [J]. Journal of Structural and Construction Engineering, 2014, 79 (696): : 267 - 274
  • [8] Dynamic response characteristics of super high-rise buildings subjected to long-period ground motions
    Chen Qing-jun
    Yuan Wei-ze
    Li Ying-cheng
    Cao Li-ya
    [J]. JOURNAL OF CENTRAL SOUTH UNIVERSITY, 2013, 20 (05) : 1341 - 1353
  • [9] Dynamic response characteristics of super high-rise buildings subjected to long-period ground motions
    Qing-jun Chen
    Wei-ze Yuan
    Ying-cheng Li
    Li-ya Cao
    [J]. Journal of Central South University, 2013, 20 : 1341 - 1353
  • [10] Influence of near-fault long-period pulse-type earthquake ground motions on vertical response spectra
    [J]. Li, X.-L., 1600, Chinese Vibration Engineering Society (31):