The evaluation of the adjacency effect on the seismic response of homogenous hills

被引:0
|
作者
Babaadam, Niloufar [1 ]
Uromeihy, Ali [1 ]
Havenith, Hans-Balder [2 ]
Sohrabi-Bidar, Abdollah [3 ]
Maghami, Shahram [3 ,4 ]
机构
[1] Tarbiat Modares Univ, Fac Sci, Dept Geol, Tehran, Iran
[2] Univ Liege, Dept Geol, Georisks & Environm, Liege, Belgium
[3] Univ Tehran, Coll Sci, Sch Geol, Tehran, Iran
[4] Campus Numer Alps, Grenoble, France
关键词
Topographic features; Adjacent hills; Horizontal to vertical spectral ratio; Numerical modeling; Distinct element method; Boundary element method; INDIRECT BOUNDARY-ELEMENT; 1994; NORTHRIDGE; WAVE AMPLIFICATION; SIMPLE TOPOGRAPHY; ALLUVIAL VALLEYS; GROUND RESPONSE; SITE RESPONSE; STRONG-MOTION; INCIDENT-P; SIMULATE;
D O I
10.1007/s10950-023-10145-9
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
A brief review of previous studies shows that topographic features play an important role in the amplification (de-amplification) of seismic waves. Most researchers who have focused on topographic effects have paid attention to the distribution of amplification on isolated features, whereas what is seen in nature is often more complicated. It is known that 2D or 3D geological structures further contribute to the amplification of seismic ground motion. The main objective of this study is an investigation of the influence of adjacent hills on seismic responses. First, a parametric study has been performed, considering five models (consisting of one to five 2D symmetric homogeneous semi-sinusoidal hills), which are subjected to vertical incident waves. The 2D numerical results show that the largest values of spectral amplification for a series of 2D semi-sinusoidal hills are observed at the crest stations of the central hill, and it increases when the number of hills increases symmetrically on both sides of the central hill. This means that the spectral amplification increases from 3.3 for single-hill model to 4.37 for five-hill model. In the following, to validate the parametric results, three adjacent hills located in the city of Arak are studied using the horizontal-to-vertical spectral ratio analysis of microtremor recordings. The comparison with the amplification results obtained from the distinct element (UDEC) and boundary element (HYBRID) numerical approaches indicates that the central hill is more affected by adjacency, rather than the side hills. The spectral amplification for the crest station on the central hill is higher than the two other stations.
引用
收藏
页码:505 / 525
页数:21
相关论文
共 50 条
  • [1] The evaluation of the adjacency effect on the seismic response of homogenous hills
    Niloufar Babaadam
    Ali Uromeihy
    Hans-Balder Havenith
    Abdollah Sohrabi-Bidar
    Shahram Maghami
    Journal of Seismology, 2023, 27 : 505 - 525
  • [2] SEISMIC RESPONSE OF HILLS
    SHAHINPOOR, M
    TADJBAKHSH, IG
    AHMADI, G
    BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 1977, 67 (06) : 1665 - 1666
  • [3] The Effect of Heterogeneity of Materials, Different Shapes and Adjacent Hills on the Seismic Response of the Hill
    Amelsakhi, Masoud
    Harati, Ayda
    INDIAN GEOTECHNICAL JOURNAL, 2024,
  • [4] Evaluation of adjacency effect for MIVIS airborne images
    Bassani, Cristiana
    Cavalli, Rosa Maria
    Pignatti, Stefano
    Santini, Federico
    REMOTE SENSING OF CLOUDS AND THE ATMOSPHERE XII, 2007, 6745
  • [5] Evaluation of p-delta effect in structural seismic response
    Sardar, Sardasht
    Hama, Ako
    3RD INTERNATIONAL CONFERENCE ON BUILDINGS, CONSTRUCTION AND ENVIRONMENTAL ENGINEERING, BCEE3-2017, 2018, 162
  • [6] Evaluation of Seismic-Response-Correlation Effect on Seismic Risk by the Initiating Event Matrix Method
    Teragaki T.
    Hirano M.
    Mori K.
    Transactions of the Atomic Energy Society of Japan, 2023, 22 (04) : 140 - 155
  • [7] Evaluation of The Effect of Abscissa Part on Seismic Response of Historical Masonry Church
    Sekar, Burcin Senol
    Ozkaynak, Merve
    ENGINEERING JOURNAL-THAILAND, 2022, 26 (06): : 15 - 26
  • [8] Evaluation of the effect of containers on the seismic response of pile-supported storage structures
    Reyes, Juan C.
    Ardila-Bothia, Luis
    Paul Smith-Pardo, J.
    Nicolas Villamizar-Gonzalez, J.
    Ardila-Giraldo, Oscar A.
    ENGINEERING STRUCTURES, 2016, 122 : 267 - 278
  • [9] Evaluation of seismic response data for piping
    G C Slagis Assoc, Walnut Creek, United States
    Welding Research Council Bulletin, 1997, (423): : 1 - 162
  • [10] Seismic response evaluation of an urban overpass
    Mayoral, Juan M.
    Flores, Francisco A.
    Romo, Miguel P.
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2011, 40 (08): : 827 - 845