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Most of the civil engineering structures involve some type of structural element with direct contact with ground. When the external forces, such as earthquakes, act on these systems, neither the structural displacements nor the ground displacements, are independent of each other. The process in which the response of the soil influences the motion of the structure and the motion of the structure influences the response of the soil is termed as soil-structure interaction (SSI).〔Tuladhar, R., Maki, T., Mutsuyoshi, H. (2008). Cyclic behavior of laterally loaded concrete piles embedded into cohesive soil, Earthquake Engineering & Structural Dynamics, Vol. 37 (1), pp. 43-59〕 Conventional structural design methods neglect the SSI effects. Neglecting SSI is reasonable for light structures in relatively stiff soil such as low rise buildings and simple rigid retaining walls. The effect of SSI, however, becomes prominent for heavy structures resting on relatively soft soils for example nuclear power plants, high-rise buildings and elevated-highways on soft soil.〔Wolf, J. P. (1985). Dynamic Soil-Structure Interaction. Prentice-Hall, Inc., Englewood Cliffs, New Jersey〕 Damage sustained in recent earthquakes, such as the 1995 Kobe earthquake, have also highlighted that the seismic behavior of a structure is highly influenced not only by the response of the superstructure, but also by the response of the foundation and the ground as well.〔Mylonakis, G., Gazetas, G., Nikolaou, S., and Michaelides, O. (2000b). The Role of Soil on the Collapse of 18 Piers of the Hanshin Expressway in the Kobe Earthquake, Proceedings of 12th World Conference on Earthquake Engineering, New Zealand, Paper No. 1074〕 Hence, the modern seismic design codes, such as Standard Specifications for Concrete Structures: Seismic Performance Verification JSCE 2005 〔Japan Society of Civil Engineers. Standard Specifications for Concrete Structures – 2002: Seismic Performance Verification. JSCE Guidelines for Concrete No. 5, 2005〕 stipulate that the response analysis should be conducted by taking into consideration a whole structural system including superstructure, foundation and ground. == Effect of soil structure interaction on structural response == It has conventionally been considered that soil-structure interaction has a beneficial effect on the seismic response of a structure. Many design codes have suggested that the effect of SSI can reasonably be neglected for the seismic analysis of structures.〔ATC-3(1978). Tentative Provisions for the Development of Seismic Regulations of Buildings: A Cooperative Effort with the Design Profession, Building Code Interests, and the Research Community, National Bureau of Standards, Washington DC〕〔NEHRP (1997). Recommended provisions for seismic regulations for new buildings and other structures, Part 1 and 2, Building Seismic Safety Council, Washington DC〕 This myth about SSI apparently stems from the false perception that SSI reduces the overall seismic response of a structure, and hence, leads to improved safety margins. Most of the design codes use oversimplified design spectra, which attain constant acceleration up to a certain period, and thereafter decreases monotonically with period. Considering soil-structure interaction makes a structure more flexible and thus, increasing the natural period of the structure compared to the corresponding rigidly supported structure. Moreover, considering the SSI effect increases the effective damping ratio of the system. The smooth idealization of design spectrum suggests smaller seismic response with the increased natural periods and effective damping ratio due to SSI. With this assumption, it was traditionally been considered that SSI can conveniently be neglected for conservative design. In addition, neglecting SSI tremendously reduces the complication in the analysis of the structures which has tempted designers to neglect the effect of SSI in the analysis. This conservative simplification is valid for certain class of structures and soil conditions, such as light structures in relatively stiff soil. Unfortunately, the assumption does not always hold true. In fact, the SSI can have a detrimental effect on the structural response, and neglecting SSI in the analysis may lead to unsafe design for both the superstructure and the foundation.〔 抄文引用元・出典: フリー百科事典『 ウィキペディア（Wikipedia）』 ■ウィキペディアで「Soil structure interaction」の詳細全文を読む スポンサード リンク
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