PERFORMANCE OF CAISSON TYPE QUAY WALLS AT KOBE PORT
نویسندگان
چکیده
منابع مشابه
Probabilistic Assessment of Pseudo-Static Design of Gravity-Type Quay Walls
Failure of the quay walls due to earthquakes results in severe economic loss. Because of hazards threatening such inexpensive nodes of national and international transportation networks, seismic design of quay walls is still an evolving topic in marine structural engineering. This study investigates the sensitivity of the gravity-type quay wall stability respect to uncertain soil and seismic pr...
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failure of the quay walls due to earthquakes results in severe economic loss. because of hazards threatening such inexpensive nodes of national and international transportation networks, seismic design of quay walls is still an evolving topic in marine structural engineering. this study investigates the sensitivity of the gravity-type quay wall stability respect to uncertain soil and seismic pr...
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Structural Performance Estimation of Gravity-type Caisson Structure by Vibration-based System Identification
In this study, the structural performance of the gravity-type caisson structure is assessed from vibration-based system identification. To achieve the objective, the following approaches are implemented. Firstly, a structural identification algorithm based on the use of vibration characteristics is outlined. Structural stiffness and damping are selected as two key parameters to be identified fo...
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ژورنال
عنوان ژورنال: SOILS AND FOUNDATIONS
سال: 1996
ISSN: 1341-7452
DOI: 10.3208/sandf.36.special_119