Investigating the amplification pattern of non-prismatic canyons using boundary element method

被引:0
|
作者
Isari, Mohsen [1 ]
TaghaviGhalesari, Abbasali [2 ]
Tarinejad, Reza [3 ]
机构
[1] Univ Kurdistan, Fac Engn, Dept Civil Engn, Sanandaj, Iran
[2] Univ Texas El Paso, El Paso, TX 79968 USA
[3] Univ Tabriz, Fac Civil Engn, 29 Bahman Blvd, Tabriz 51666, Iran
关键词
Boundary element method; Amplification pattern; Scattering waves; Non-prismatic canyons; EARTHQUAKE GROUND MOTION; 3-DIMENSIONAL VALLEY; ELASTIC-WAVES; SITE; SCATTERING; SV; TOPOGRAPHY;
D O I
10.1007/s41062-023-01113-w
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Scattering seismic waves from topographic features can lead to big changes in the displacements caused in free field of canyons. This effect has been observed as a result of different earthquakes and extensive damages in certain areas of the site, rock failure, and landslides were experienced. In analysis related to scattering of seismic waves, in order to evaluate the effects of topographic resonance, canyons are generally assumed to be in an arbitrary and prismatic shape. However, in reality, canyons are often non-prismatic in line with the longitudinal axis of the canyon. Therefore, the narrowed areas of canyons are selected and studied as a suitable site for structures such as dams and bridges. This study provides the comparison between prismatic and non-prismatic canyons, evaluating the amplification pattern of different part on non-prismatic under P, SH and SV waves. The boundary element method was employed for the analyses as a very powerful numerical method for studying wave propagation issues. Also, the effect of soil types, direction of wave propagation and incident wavelength on the amplification of different part of canyon have been studied. The results of this study indicate that, in the parameters which have been studied, the incident wavelength has a significant influence on amplification pattern, especially in the near parts of canyon.
引用
收藏
页数:20
相关论文
共 50 条
  • [1] Investigating the amplification pattern of non-prismatic canyons using boundary element method
    Mohsen Isari
    Abbasali TaghaviGhalesari
    Reza Tarinejad
    Innovative Infrastructure Solutions, 2023, 8
  • [2] MODELING AND SIMULATION OF SYMMETRICALLY PARABOLIC HAUNCHED NON-PRISMATIC BEAMS USING FINITE ELEMENT METHOD
    Yuksel, S. Bahadir
    PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON MODELLING AND SIMULATION 2010 IN PRAGUE (MS'10 PRAGUE), 2010, : 523 - 529
  • [3] Application of differential transformation finite element method in aperiodic vibration of non-prismatic beam
    Holubowski, Ryszard
    X INTERNATIONAL CONFERENCE ON STRUCTURAL DYNAMICS (EURODYN 2017), 2017, 199 : 360 - 365
  • [4] STIFFNESS MATRIX FOR A NON-PRISMATIC BEAM-COLUMN ELEMENT
    CHUGH, AK
    BIGGERS, SB
    INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1976, 10 (05) : 1125 - 1142
  • [5] Investigating Static Deflection of Non-Prismatic Axially Functionally Graded Beam
    Hashim W.M.
    Alansari L.S.
    Aljanabi M.
    Raheem H.M.
    Material Design and Processing Communications, 2022, 2022
  • [6] Buckling analysis of tapered piles using non-prismatic beam-column element model
    Wan, Jian-Hong
    Liu, Si-Wei
    Li, Xue-You
    Zhang, Li-Min
    Zhao, Hai-Peng
    COMPUTERS AND GEOTECHNICS, 2021, 139
  • [7] Derivation of an efficient non-prismatic thin curved beam element using basic displacement functions
    Shahba, Ahmad
    Attarnejad, Reza
    Eslaminia, Mehran
    SHOCK AND VIBRATION, 2012, 19 (02) : 187 - 204
  • [8] Finite element method for stability and free vibration analyses of non-prismatic thin-walled beams
    Soltani, M.
    Asgarian, B.
    Mohri, F.
    THIN-WALLED STRUCTURES, 2014, 82 : 245 - 261
  • [9] The Combination of Multi-Step Differential Transformation Method and Finite Element Method in Vibration Analysis of Non-Prismatic Beam
    Holubowski, Ryszard
    Jarczewska, Kamila
    INTERNATIONAL JOURNAL OF APPLIED MECHANICS, 2017, 9 (01)
  • [10] Shear design method for non-prismatic concrete beams reinforced using W-FRP
    Yang, Yuanzhang
    Shu, Jiangpeng
    Zhao, Weijiang
    Orr, John
    STRUCTURES, 2021, 30 : 667 - 677