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
  • [21] Evaluation of the seismic response of liquid storage tanks
    Vern, Sourabh
    Shrimali, Mahendra K.
    Bharti, Shiv D.
    Datta, Tushar K.
    EARTHQUAKES AND STRUCTURES, 2021, 21 (02) : 205 - 217
  • [22] Evaluation of the seismic response of a homogeneous earth dam
    Rampello, S.
    Cascone, E.
    Grosso, N.
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2009, 29 (05) : 782 - 798
  • [23] Numerical evaluation of seismic response of corroded bridges
    Nie, Y.
    Li, J.
    Zhou, P.
    Liu, G.
    GEOSHANGHAI 2024 INTERNATIONAL CONFERENCE, VOL 5, 2024, 1334
  • [24] NONLINEAR SEISMIC RESPONSE EVALUATION - CHARAIMA BUILDING
    MAHIN, SA
    BERTERO, VV
    JOURNAL OF THE STRUCTURAL DIVISION-ASCE, 1974, 100 (NST6): : 1225 - 1242
  • [25] Preliminary evaluation of the seismic response of the ELSY LFR
    Lo Frano, R.
    Forasassi, G.
    NUCLEAR ENGINEERING AND DESIGN, 2012, 242 : 361 - 368
  • [26] EARTHQUAKE RESPONSE OF HILLS
    MOSTAGHEL, N
    NOWROOZI, AA
    BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 1975, 65 (06) : 1733 - 1742
  • [27] Seismic monitoring of the Soufriere Hills Volcano, Montserrat
    Luckett, R.
    Baptie, B.
    Ottemoller, L.
    Thompson, G.
    SEISMOLOGICAL RESEARCH LETTERS, 2007, 78 (02) : 192 - 200
  • [28] Seismic reliability analysis of substation system based on adjacency matrix
    Liu X.-H.
    Zheng S.-S.
    Huang Y.
    Dong S.-Q.
    Yang F.
    Dong J.-Q.
    Zhejiang Daxue Xuebao (Gongxue Ban)/Journal of Zhejiang University (Engineering Science), 2022, 56 (08): : 1495 - 1503
  • [29] Effect of containment reinforcement on the seismic response of box type laterite masonry structures - an analytical evaluation
    Unnikrishnan, Sujatha
    Narasimhan, Mattur C.
    Venkataramana, Katta
    EARTHQUAKES AND STRUCTURES, 2013, 5 (01) : 67 - 81
  • [30] Evaluation of the effect of local rotation and vertical displacements modes in the nonlinear seismic response of steel frames
    Valenzuela-Beltran, Federico
    Llanes-Tizoc, Mario D.
    Bojorquez, Eden
    Bojorquez, Juan
    Reyes-Salazar, Alfredo
    ENGINEERING STRUCTURES, 2023, 286