SOIL-STRUCTURE INTERACTION DURING EARTHQUAKES

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概要

• 論文の詳細を見る

• This paper deals with the dynamic behavior of a mass or a structure on an elastic homogeneous stratum subject to earthquake motion. The procedure employed in this paper begins with the establishment of a finite number of masses and springs which represent a stratum from the standpoint of soilstructure interaction. An effective lateral extent of soil mass is determined in order to define the system. Comparison with the experimental results taken from previous paper (R. N. Arnold, 1955) shows good agreement with the computed results. Natural periods of buildings on a stratum are investigated in connection with properties of soil.

• 社団法人地盤工学会の論文

著者

• Whitman Robert

  Civil Engineering Massachusetts Institute Of Technology

• Whitman Robert

  Civil Engfneering Massachusetts Inst. Of Tech.

• HASHIBA Tomonori

  Takenaka Technical Research Laboratory

• Hashiba Tomonori

  Takenaka Techincal Research Laboratory.

関連論文

• THE INTERRELATION BETWEEN FREQUENCY CHARACTERISTICS OF GROUND AND EARTHQUAKE DAMAGE TO STRUCTURES
• SOIL-STRUCTURE INTERACTION DURING EARTHQUAKES
• AN OBSERVATION OF ULTIMATE BEARING CAPACITY OF SILTY CLAY

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