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Journal articles on the topic 'Soil structure interaction analysis'

Author: Grafiati

Published: 4 June 2021

Last updated: 30 January 2023

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1

Kolaki, Aravind I., and Basavaraj M. Gudadappanavar. "Performance Based Analysis of Framed Structure Considering Soil Structure Interaction." Bonfring International Journal of Man Machine Interface 4, Special Issue (2016): 106–11. http://dx.doi.org/10.9756/bijmmi.8165.

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2

Roopa, M., H. Venugopal, Jayachandra Jayachandra, and Madeva Nagaral. "Soil Structure Interaction Analysis of a Single Layer Latticed Geodesic Dome." Indian Journal of Science and Technology 15, no. 7 (2021): 292–99. http://dx.doi.org/10.17485/ijst/v15i7.35.

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3

Gharad, A. M., and R. S. Sonparote. "Soil Structure Interaction Analysis of Pipe-Rack Structure." i-manager's Journal on Structural Engineering 1, no. 4 (2013): 19–25. http://dx.doi.org/10.26634/jste.1.4.2137.

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4

Jaya, V., G. Dodagoudar, and A. Boominathan. "Seismic soil-structure interaction analysis of tall slender structures." International Journal of Geotechnical Engineering 2, no. 4 (2008): 381–93. http://dx.doi.org/10.3328/ijge.2008.02.04.381-393.

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5

Wu, Wen-Hwa, and H. Allison Smith. "Efficient modal analysis for structures with soil-structure interaction." Earthquake Engineering & Structural Dynamics 24, no. 2 (1995): 283–99. http://dx.doi.org/10.1002/eqe.4290240211.

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6

Joy, P. V., Bennet Kuriakose, and Mini Mathew. "Pushover Analysis of Buildings Considering Soil-Structure Interaction." Applied Mechanics and Materials 857 (November 2016): 189–94. http://dx.doi.org/10.4028/www.scientific.net/amm.857.189.

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Structural vulnerability of buildings to damage needs to be identified during the time of earthquake for reliable seismic design. Conventional linear elastic design methods cease to predict seismic damages in buildings. Pushover analysis is a popular displacement-based nonlinear structural analysis procedure employed to predict the seismic behaviour of structures. Generally, buildings are designed based on the assumption that they are fixed at their base, without considering the foundation as well as soil. But in reality, when a structure is subjected to an earthquake excitation, it interacts

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7

Gouasmia, Abdelhacine, and Kamel Djeghaba. "NON-LINEAR DYNAMIC SOIL‐STRUCTURE INTERACTION ANALYSIS OF BUILDINGS." Technological and Economic Development of Economy 13, no. 4 (2007): 266–71. http://dx.doi.org/10.3846/13928619.2007.9637811.

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The objective of this research is to evaluate the effects of soil‐structure interaction (SSI) on the modal characteristics and on the dynamic response of structures. The stress had an impact on the overall behaviour of five storeys reinforced concrete (R/C) buildings typically encountered in Algeria. Sensitivity studies are undertaken in order to study the effects of frequency content of the input motion, frequency of the soil structure system, rigidity and depth of the soil layer on the dynamic response of such structures. This investigation indicated that the rigidity of the soil layer is th

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8

KUNDU, T., R. P. MATHUR, and C. S. DESAI. "THREE DIMENSIONAL SOIL‐STRUCTURE INTERACTION ANALYSIS: DEFORMABLE STRUCTURES IN MULTILAYERED SOIL MASS." Engineering Computations 8, no. 2 (1991): 153–80. http://dx.doi.org/10.1108/eb023831.

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9

Beegam, Thaiba T., and Tissa Sebastian. "Free Vibration Analysis of Building Considering Soil Structure Interaction." Applied Mechanics and Materials 857 (November 2016): 125–30. http://dx.doi.org/10.4028/www.scientific.net/amm.857.125.

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Modeling and design of foundation are always done without considering the effect of stiffness of the soil. In the conventional non-interaction analysis of building frame settlements are calculated without considering the influence of the structural stiffness. Therefore a modeling and interaction analysis of soil structure interaction will help to find soil stiffness and effects of soil structure interaction on structure. In this paper, soil structure interaction analysis of a symmetric space frame of 2 bays in both x and y direction are assessed with SAP 2000 software. The frame is modeled wit

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10

Zhang, Miao Xin, Bao Dong Liu, Peng Fei Li, and Zhi Mao Feng. "Structure-Soil Interaction of Buried Corrugated Steel Arch Bridge." Advanced Materials Research 163-167 (December 2010): 2112–17. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.2112.

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Corrugated steel plate and surrounding soils are working together to share the load in buried corrugated steel structures. It is complicated to consider the structure-soil interaction, so the finite element method has already become the chief means of complicated structure analysis. Based on a practical project, considering structure-soil interaction, by using the finite element program of ANSYS, the paper set up a 2-D FE model and analyzed the soil pressure, the structural deformation and the internal force under different load conditions in detail. The analysis shows that structure-soil inte

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11

Stavridis, L. T. "Simplified Analysis of Layered Soil-Structure Interaction." Journal of Structural Engineering 128, no. 2 (2002): 224–30. http://dx.doi.org/10.1061/(asce)0733-9445(2002)128:2(224).

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12

Humar, J. L., A. Bagchi, and H. Xia. "Frequency domain analysis of soil-structure interaction." Computers & Structures 66, no. 2-3 (1998): 337–51. http://dx.doi.org/10.1016/s0045-7949(97)00068-0.

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13

Küçükarslan, S., P. K. Banerjee, and N. Bildik. "Inelastic analysis of pile soil structure interaction." Engineering Structures 25, no. 9 (2003): 1231–39. http://dx.doi.org/10.1016/s0141-0296(03)00083-x.

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14

Zeghal, Morched, and Tuncer B. Edil. "Soil structure interaction analysis: modeling the interface." Canadian Geotechnical Journal 39, no. 3 (2002): 620–28. http://dx.doi.org/10.1139/t02-016.

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The sandstructure interface, developed under monotonic loading, was modeled based on physical observations. The model takes into account the macroscopic conditions to yield a general constitutive law applicable to a wide range of contact problems and the microstructural considerations constitute the specialization of the general equations to a specific problem. The surface of slippage was idealized to be sinusoidal based on an intensive numerical simulation program that made use of the discrete element technique. The model incorporates the effect of grain crushing found to play a major role i

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15

Wolf, John P. "Soil-structure-interaction analysis in time domain." Nuclear Engineering and Design 111, no. 3 (1989): 381–93. http://dx.doi.org/10.1016/0029-5493(89)90249-5.

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16

Bezih, Kamel, Alaa Chateauneuf, and Rafik Demagh. "Effect of Long-Term Soil Deformations on RC Structures Including Soil-Structure Interaction." Civil Engineering Journal 6, no. 12 (2020): 2290–311. http://dx.doi.org/10.28991/cej-2020-03091618.

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Lifetime service of Reinforced Concrete (RC) structures is of major interest. It depends on the action of the superstructure and the response of soil contact at the same time. Therefore, it is necessary to consider the soil-structure interaction in the safety analysis of the RC structures to ensure reliable and economical design. In this paper, a finite element model of soil-structure interaction is developed. This model addresses the effect of long-term soil deformations on the structural safety of RC structures. It is also applied to real RC structures where soil-structure interaction is con

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17

Zhou, Wan, and Ming Chen. "Structure Seismic Response Analysis under Pile-Soil-Structure Interaction." Applied Mechanics and Materials 351-352 (August 2013): 954–59. http://dx.doi.org/10.4028/www.scientific.net/amm.351-352.954.

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This paper makes a numerical simulation for a high-rise frame building with the basement by using the structural analysis program SAP2000. The seismic response of the building under interaction of pile-soil-structure (SSPI) is analyzed. A parametric study that involves evaluating the linear elastic seismic performance of eleven, thirteen and fifteen story buildings with one underground story, and buildings having one, two, three and four underground stories, and the influence of different soil stiffness was performed. It is found that the SSPI can greatly affect the seismic response of buildin

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18

Massah Fard, Maryam, Saeid Pourzeynali, and Seyed Ahmad Lashteh Neshaei. "SEISMIC ANALYSIS OF QUAY WALLS BY CONSIDERING SOIL-WATER-STRUCTURE INTERACTION." Coastal Engineering Proceedings, no. 35 (June 23, 2017): 38. http://dx.doi.org/10.9753/icce.v35.structures.38.

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A quay wall is a gravity wall structure having the dual functions of providing shore protection against light to moderate wave attack and a berthing face for ships. In the present study, nonlinear dynamic behavior of the quay walls is studied under the action of earthquake excitations by taking into account the soil-water-structure interaction. For this purpose, plane strain analysis of the wall is performed for both horizontal and vertical components of earthquake records; and the maximum displacements and stresses at critical points of the quay wall are obtained for different values of the w

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19

Sadek, Marwan, Fadi Hage Chehade, Bassem Ali, and Ahmed Arab. "Seismic Soil Structure interaction for Shear wall structures." MATEC Web of Conferences 281 (2019): 02006. http://dx.doi.org/10.1051/matecconf/201928102006.

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For soft soil subjected to earthquake loading, the soil non linearity could significantly amplify the ground motion. This paper presents a 3D numerical study on the influence of soil non linearity on the seismic soil structure interaction for shear wall structures. Numerical simulations are conducted for both elastic and elastoplastic behaviour for the soil. Real ground motions records are used in the study. The analysis is focused on the seismic induced response of the soil and the structure in terms of displacement and velocity. The results show that considering elastic model for the soil be

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20

Philipoff, Ph, V. Tchobanov, M. Grammatikopoulos, and Ph Michaylov. "An indefinite boundary soil—structure interaction mathematical model." Numerical Analysis and Applications 2, no. 2 (2009): 179–86. http://dx.doi.org/10.1134/s1995423909020098.

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21

Pang, Ying Bo. "Seismic Response Analysis of Soil-Structure Interaction on Base Isolation Structure." Advanced Materials Research 663 (February 2013): 87–91. http://dx.doi.org/10.4028/www.scientific.net/amr.663.87.

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As an effective way of passive damping, isolation technology has been widely used in all types of building structures. Currently, for its theoretical analysis, it usually follows the rigid foundation assumption and ignores soil-structure interaction, which results in calculation results distortion in conducting seismic response analysis. In this paper, three-dimensional finite element method is used to establish finite element analysis model of large chassis single-tower base isolation structure which considers and do not consider soil-structure interaction. The calculation results show that:

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22

Noorzaei, J., M. N. Viladkar, and P. N. Godbole. "Elasto-plastic analysis for soil-structure interaction in framed structures." Computers & Structures 55, no. 5 (1995): 797–807. http://dx.doi.org/10.1016/0045-7949(94)00432-3.

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23

Ahmed, Mohd, Mahmoud H. Mohamed, Javed Mallick, and Mohd Abul Hasan. "3D-Analysis of Soil-Foundation-Structure Interaction in Layered Soil." Open Journal of Civil Engineering 04, no. 04 (2014): 373–85. http://dx.doi.org/10.4236/ojce.2014.44032.

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24

Crouse, C. B., and Jeff McGuire. "Energy Dissipation in Soil-Structure Interaction." Earthquake Spectra 17, no. 2 (2001): 235–59. http://dx.doi.org/10.1193/1.1586174.

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Energy dissipation as a means of reducing the seismic response of structures has become a popular topic among researchers and structural engineers who have developed and implemented devices, such as friction dampers, fluid dampers, and isolators, in the design or retrofit of structures. However, a natural source of energy dissipation is the interaction between a structure, its foundation, and the supporting soil medium. To account for this frequency-dependent energy dissipation in dynamic analysis based on modal superposition, relatively simple and practical systems-identification methods are

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25

Horr, A. M., and M. Safi. "Full Dynamic Analysis of Large Concrete Cooling Towers: Soil-Structure Interaction." International Journal of Space Structures 17, no. 4 (2002): 301–12. http://dx.doi.org/10.1260/026635102321049565.

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Based on the complex spectral element method and the theory of fractional calculus, a hybrid complex damped spectral element method is developed. The new method is capable of making accurate predictions of the full dynamic behaviour of reinforced concrete cooling tower structures including soil-structure interaction effects. The dynamic soil-structure interaction of large space shell structures can be analysed using hybrid spectral-finite element method where the seismic wave propagation in the soil media has been modelled using the spectral element method. The frequency-dependent damping char

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26

RITTER, M. G., M. L. MENEGOTTO, M. F. COSTELLA, R. C. PAVAN, and S. E. PILZ. "Analysis of soil-structure interaction in buildings with deep foundation." Revista IBRACON de Estruturas e Materiais 13, no. 2 (2020): 248–73. http://dx.doi.org/10.1590/s1983-41952020000200005.

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Abstract In this paper it is presented how the influence of soil-structure interaction (SSI) interferes on reinforced concrete structures in small buildings with deep foundations, with the objective of analyzing the influence of SSI on the loads and repressions, global stability and costs of materials. The analysis were based on numerical-computational simulations of a commercial building using CAD/TQS commercial software. The building was simulated with 4, 6 and 8 floors with 3 different profiles of soils, generating 8 case studies. When considering SSI, the loads and repressions did not pres

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27

Harichane, Zamila, Mohamed Elhebib Guellil, and Hamid Gadouri. "Benefits of Probabilistic Soil-Foundation-Structure Interaction Analysis." International Journal of Geotechnical Earthquake Engineering 9, no. 1 (2018): 42–64. http://dx.doi.org/10.4018/ijgee.2018010103.

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The present article highlights the beneficial effect of considering soil and structure parameters uncertainties on the soil-structure response. The impedance functions of a circular foundation resting on a random soil layer over a homogeneous half-space were obtained by using cone models. The obtained results showed that the randomness of the layer's thickness and the shear wave velocity significantly affected the mean spring coefficients whereby coefficients of variation (COV) of 10% and 20% in these parameters reduced the mean spring coefficients about 32% and 40%, respectively, for the hori

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28

Boubel, Hasnae, Oumnia Elmrabet, Elmehdi Echebba, and Mohamed Rougui. "Seismic analysis of bridges with non-linear soil-structure interaction." Pollack Periodica 16, no. 1 (2021): 90–95. http://dx.doi.org/10.1556/606.2020.00236.

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AbstractThis study is concerned to the investigation of the stability of bridges by taking into account the soil structure interaction and their impact on the dynamic behavior of the structures. The bridge studied is localized at PK 318 + 750 at the national level, between the city of Al Hoceima and Kasseta (Morocco). The analyses are carried out with the ANSYS code demonstrated that for conditions of support, the distribution of displacements and the fundamental frequency for each type of soil change according to its mechanical properties. This work also indicates that the proximity of the fu

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29

Lu, Yang, Bo Li, Feng Xiong, Qi Ge, Peng Zhao, and Yang Liu. "Simple discrete models for dynamic structure-soil-structure interaction analysis." Engineering Structures 206 (March 2020): 110188. http://dx.doi.org/10.1016/j.engstruct.2020.110188.

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30

Behnamfar, Farhad, Seyyed Mohammad Mirhosseini, and Hossein Alibabaei. "Seismic behavior of structures considering uplift and soil–structure interaction." Advances in Structural Engineering 20, no. 11 (2017): 1712–26. http://dx.doi.org/10.1177/1369433217693628.

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A common assumption when analyzing a structure for earthquake forces is that the building is positively attached to a rigid ground so that it can sustain possible tensile forces without being detached, or uplifted, from its bearing points. Considering the facts that almost no tension can be transferred between a surface foundation and soil and soft soils interact with the supported structure during earthquakes, in this research, the effects of uplift and soil–structure interaction on nonlinear seismic response of structures are evaluated. Several reinforced concrete and steel structures under

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31

LIN, G., Z. HAN, and J. LI. "Soil–structure interaction analysis on anisotropic stratified medium." Géotechnique 64, no. 7 (2014): 570–80. http://dx.doi.org/10.1680/geot.14.p.043.

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32

Zhang, W., E. Esmaeilzadeh Seylabi, and E. Taciroglu. "An ABAQUS toolbox for soil-structure interaction analysis." Computers and Geotechnics 114 (October 2019): 103143. http://dx.doi.org/10.1016/j.compgeo.2019.103143.

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33

Xiao, Hong-bin, Chun-shun Zhang, Jie He, and Zhen-hui Fan. "Expansive soil-structure interaction and its sensitive analysis." Journal of Central South University of Technology 14, no. 3 (2007): 425–30. http://dx.doi.org/10.1007/s11771-007-0083-3.

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34

Tyapin, Alexander G. "Combined Asymptotic Method for Soil-Structure Interaction Analysis." Journal of Disaster Research 5, no. 4 (2010): 340–50. http://dx.doi.org/10.20965/jdr.2010.p0340.

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The author upgrades the well-known impedance method for seismic soil-structure interaction (SSI) analysis. The author suggests accounting in the time domain for the frequency dependence of the “true impedances” by means of the modification of the seismic input on the platform. The criterion for this modification is that it must provide the same structural response with approximate “platform” impedances as for the “true” frequency-dependent impedances in case of a rigid base mat. The entire analysis is performed for the linear system (no nonlinear effects occur in the soil, in the structure, or

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35

KÜÇÜKARSLAN, S., and P. K. BANERJEE. "INELASTIC DYNAMIC ANALYSIS OF PILE-SOIL-STRUCTURE INTERACTION." International Journal of Computational Engineering Science 05, no. 01 (2004): 245–58. http://dx.doi.org/10.1142/s1465876304002344.

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36

Kavitha, P., M. Muthu Venkatesh, and R. Sundaravadivelu. "Soil Structure Interaction Analysis of a Dry Dock." Aquatic Procedia 4 (2015): 287–94. http://dx.doi.org/10.1016/j.aqpro.2015.02.039.

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37

Yang, Shin-Chu, and Chung-Bang Yun. "Axisymmetric infinite elements for soil - structure interaction analysis." Engineering Structures 14, no. 6 (1992): 361–70. http://dx.doi.org/10.1016/0141-0296(92)90019-m.

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38

Dongol, Nasala, Prachand Man Pradhan, and Suman Manandhar. "Study of Pushover Analysis on RC Framed Structure with Underground Structure Considering the Effects of Soil Structure Interaction." Journal of Science and Engineering 8 (November 12, 2020): 22–29. http://dx.doi.org/10.3126/jsce.v8i0.32859.

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This study states that the effects of soil structure interaction on the Reinforced Concrete (RC) framed structures is directly influenced by the soil properties of the site. Here, one preexisting structure is taken for the study. The building is a hospital building with two underground basements. Taking into account the actual soil condition of building site, this study provides idea on the soil structure interaction on the structure The properties of springs are calculated from different standard penetration test (SPT) values, Poisson’s ratio and elasticity of soil along the depth of the soil

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39

Mahmoudpour, Sanaz, Reza Attarnejad, and Cambyse Behnia. "Dynamic Analysis of Partially Embedded Structures Considering Soil-Structure Interaction in Time Domain." Mathematical Problems in Engineering 2011 (2011): 1–23. http://dx.doi.org/10.1155/2011/534968.

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Analysis and design of structures subjected to arbitrary dynamic loadings especially earthquakes have been studied during past decades. In practice, the effects of soil-structure interaction on the dynamic response of structures are usually neglected. In this study, the effect of soil-structure interaction on the dynamic response of structures has been examined. The substructure method using dynamic stiffness of soil is used to analyze soil-structure system. A coupled model based on finite element method and scaled boundary finite element method is applied. Finite element method is used to ana

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40

Naserkhaki, Sadegh, and Hassan Pourmohammad. "SSI AND SSSI EFFECTS IN SEISMIC ANALYSIS OF TWIN BUILDINGS: DISCRETE MODEL CONCEPT." Journal of Civil Engineering and Management 18, no. 6 (2012): 890–98. http://dx.doi.org/10.3846/13923730.2012.734850.

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This paper presents a numerical study of soil-structure interaction (SSI) and structure-soil-structure interaction (SSSI) effects on response of twin buildings during earthquake excitations. The buildings are modeled as shear buildings and the soil is simulated by a discrete model representing a visco-elastic half-space subjected to earthquake acceleration. Equation of motion of twin buildings with different conditions, fixed based (FB), SSI and SSSI, are developed via an analytical procedure and solved numerically. Buildings responses are evaluated for aforementioned three conditions consider

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41

Yıldız, Özgür, and Ebru Doğan. "Soil-structure interaction analysis of Çelebiağa Mosque, Pertek-Türkiye." Revista de la construcción 21, no. 3 (2022): 749–66. http://dx.doi.org/10.7764/rdlc.21.3.749.

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After the construction of the Keban Dam, some settlements with historical, cultural, and natural value were flooded. A scientific committee consisting of academicians and public authorities decided to the relocation of the buildings including the historical Çelebiağa Mosque. In this study, the seismic soil-structure interaction analysis of the historical Çelebiağa Mosque, which was dismantled and reconstructed in a separate region due to the construction of the Keban Dam was carried out. The analysis of the masonry mosque was performed with the SAP2000 finite element analysis software. The Win

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42

Stewart, Jonathan P., Seunghyun Kim, Jacobo Bielak, Ricardo Dobry, and Maurice S. Power. "Revisions to Soil-Structure Interaction Procedures in NEHRP Design Provisions." Earthquake Spectra 19, no. 3 (2003): 677–96. http://dx.doi.org/10.1193/1.1596213.

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The NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures have contained procedures for soil-structure interaction analysis that were originally developed between 1975 and 1977 by the Applied Technology Council Committee on Soil-Structure Interaction (ATC3 Committee 2C). These procedures affect the analysis of seismic demand in structures by modifying the base shear for a fixed-base structure to that for a flexible-base structure with a longer fundamental mode period and a different (usually larger) system damping ratio. In the 2000 NEHRP Provisions and Co

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43

Pinheiro dos Santos, Yago Ryan, Maria Isabela Marques da Cunha Vieira Bello, Alexandre Duarte Gusmão, and Jonny Dantas Patricio. "Soil-structure interaction analysis in reinforced concrete structures on footing foundation." Soils and Rocks 44, no. 2 (2021): 1–12. http://dx.doi.org/10.28927/sr.2021.058020.

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Soil-structure interaction (SSI) evaluates how soil or rock deformability imposes on the structure a different load path in a hypothesis of fixed supports, altering the loads acting on the structural elements and the ground. This paper discusses the results of the SSI effects in two buildings with a reinforced concrete structure and shallow foundations in a rock mass. The settlements were monitored by field instrumentation in five stages of their construction, making it possible to estimate through interpolation curves the settlements values of some points. The numerical modeling and structura

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44

Liao, Hong Jian, Jian Liu, Yan Gang Zhao, and Zheng Hua Xiao. "Analysis of Soil-Structure Interaction with Finite Element Method." Key Engineering Materials 340-341 (June 2007): 1279–84. http://dx.doi.org/10.4028/www.scientific.net/kem.340-341.1279.

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Analysis of dynamic behavior of soil-structure interaction (SSI) is a complicated problem due to the complexities of soil behaviors and dynamic analysis. It is difficult to solve SSI with analytical methods. However, numerical methods with highly developed computer technique are efficient. Based on the advanced nonlinear finite element analysis software MSC.Marc, SSI on loess ground is studied. An approach for the application of MSC.Marc in SSI analysis is presented and an example is given. Hyperbolic soil constitutive relationship and viscous boundary conditions are adopted in the soil model.

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45

Guo, Jie, Kunpeng Wang, Hongtao Liu, and Nan Zhang. "Influence of Water-Structure and Soil-Structure Interaction on Seismic Performance of Sea-Crossing Continuous Girder Bridge." Advances in Civil Engineering 2021 (December 7, 2021): 1–12. http://dx.doi.org/10.1155/2021/7215289.

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Based on the Hong Kong-Zhuhai-Macao project, considering the fluid-structure interaction and soil-structure interaction, the seismic response of a sea-crossing continuous girder bridge is analyzed. Three-dimensional nonlinear numerical bridge model is developed, in which the hydrodynamic force is represented by added mass and pile-soil interaction is represented by p-y elements. Meanwhile, stratification of soil is considered in the free field analysis. Through the comparison of responses of the bridge cases, the effects of earthquake-induced hydrodynamic force and pile-soil interaction are st

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46

Beskos, D. E. "Special issue on soil dynamics and dynamic soil-structure interaction." Engineering Analysis with Boundary Elements 8, no. 4 (1991): 166. http://dx.doi.org/10.1016/0955-7997(91)90009-i.

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47

Matinmanesh, H., and M. Saleh Asheghabadi. "Seismic Analysis on Soil-Structure Interaction of Buildings over Sandy Soil." Procedia Engineering 14 (2011): 1737–43. http://dx.doi.org/10.1016/j.proeng.2011.07.218.

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48

Mahmood, Mohammed N., and Sufean Yunes Ahmed. "Nonlinear Dynamic Analysis of Reinforced Concrete Framed Structures Including Soil-Structure Interaction Effects." Tikrit Journal of Engineering Sciences 13, no. 3 (2006): 1–33. http://dx.doi.org/10.25130/tjes.13.3.01.

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The role of soil-structure interaction on seismic behavior of reinforced concrete structures is investigated in this paper. Finite element approach has been adopted to model the interaction system, that consists of a reinforced concrete plane frame, soil deposit, and interface which represents the frictional surface between the foundation of the structure and subsoil. The analysis is based on the nonlinear characteristics of the materials and the elasto-plastic behavior of the frame members (beams and columns) is governed by a yield surface which is defined by ultimate strength of the axial fo

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49

Belostotskiy, Alexander M., Pavel A. Akimov, and Dmitry S. Dmitriev. "About Contemporary Seismic Analysis of Underground Structures." Materials Science Forum 931 (September 2018): 91–99. http://dx.doi.org/10.4028/www.scientific.net/msf.931.91.

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This paper is devoted to actual problems of seismic analysis of underground structures. Brief classification and overview of corresponding methods of analysis (force-based methods, displacement-based methods, numerical methods of seismic analysis of coupled system “soil – underground structure” and approaches to problems of soil-structure interaction) is presented. Special static finite element method with substructure technique for seismic analysis of underground structures is described. Dynamic soil-structure interaction system can be decomposed into three sub-structures: structure, near-fie

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Shiuly, Amit, and Debapriya Das. "Reliability-Based Fragility Analysis of RC Frame Buildings Considering Soil-Structure Interaction." International Journal of Geotechnical Earthquake Engineering 13, no. 1 (2022): 1–24. http://dx.doi.org/10.4018/ijgee.304911.

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In the present study, the effect of Soil Structure Interaction (SSI) of low, mid and high rise (G+1, G+4, and G+9 storey) buildings has been evaluated by nonlinear dynamic analysis using three-dimensional finite element method. Three types of uniform soils namely hard soil, medium soil and soft soil have been considered for the present analysis. These buildings have been subjected to Loma Prieta (1989) earthquake motion and Denali (2002) earthquake motion as near field and far field earthquake motions respectively under the above mentioned soil conditions. From the analysis, the horizontal dis

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