Zobrazeno 1 - 10
of 33
pro vyhledávání: '"Shunsuke Tanimoto"'
Autor:
Takaji Kokusho, Shunsuke Tanimoto
Publikováno v:
Japanese Geotechnical Journal. 15:25-38
Publikováno v:
Journal of Disaster Research. 14:269-278
In the past, earthquakes have caused critical damage to bridges built on liquefiable ground, resulting in their collapse or long-term closures. In particular, for existing bridges designed in an age when the liquefaction influence was not considered,
Autor:
Takaji Kokusho, Shunsuke Tanimoto
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 147
A series of cyclic triaxial tests are performed on a number of intact soils sampled from various sites to examine their liquefaction behavior in terms of energy. Although several laboratory...
Publikováno v:
Latin American Journal of Solids and Structures v.17 n.3 2020
Latin American journal of solids and structures
Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
instacron:ABCM
Latin American journal of solids and structures
Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
instacron:ABCM
In this study, a dynamic centrifuge experiment is designed to investigate the seismic behavior of an existing bridge subjected to the earthquake-induced lateral movement of soft clay soil. The pile-supported bridge abutment at the movable bearing sid
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)). 78:I_33-I_44
Publikováno v:
Japanese Geotechnical Society Special Publication. 5:141-146
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)). 77:I_184-I_195
Publikováno v:
Journal of Disaster Research; Mar2019, Vol. 14 Issue 2, p269-278, 10p
Publikováno v:
AIP Conference Proceedings.
There is risk of bridge foundations to be damaged by liquefaction-induced lateral spreading of ground. Once bridge foundations have been damaged, it takes a lot of time for restoration. Therefore, it is important to assess the seismic behavior of the
Publikováno v:
Japanese Geotechnical Journal. 9:119-139