Time-harmonic response of non-homogeneous elastic unbounded domains using the scaled boundary finite-element method-Reference-Cited by-同舟云学术

Time-harmonic response of non-homogeneous elastic unbounded domains using the scaled boundary finite-element method

Published:2006 Issue:3 Volume:35 Page:357-383
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Bazyar Mohammad Hossein,Song Chongmin

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference32 articles.

1. Linear soil–structure interaction: a review. In Earthquake Ground Motion and its Effects on Structures, vol. 53, (ed.). AMD, ASME: New York, 1982; 41–57.

2. Dynamic Soil–Structure Interaction. Prentice-Hall: Englewood Cliffs, NJ, 1985.

3. Soil–Structure Interaction Analysis in Time Domain. Prentice-Hall: Englewood Cliffs, NJ, 1988.

4. Analysis of machine foundation vibrations: State of the art

5. Vibratory Motion of a Body on an Orthotropic Half Plane

Cited by 51 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Construction of a new class of quadrilateral spline elements based on the scaled boundary coordinates;Computers & Mathematics with Applications;2024-02

2. A new seismic input method for layered soil and its application in dynamic response analysis of underground structure;Structures;2023-12

3. A coupled SBFETI-BDEs method for solving 2D static and dynamic contact problem with friction;Engineering Analysis with Boundary Elements;2023-10

4. A scaled boundary finite element method for soil dynamic impedance of pile groups using hybrid quadtree mesh considering horizontal vibration;Engineering Analysis with Boundary Elements;2023-08

5. Anti-Plane Wave Scattering by a Circular Cavity in Complex Stratified Sites Based on the Hamilton System-Based Derivation of a Novel SBFEM;Journal of Earthquake Engineering;2023-07-06