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A simplified non-linear soil-structure interaction (SSI) model for the earthquake response of surge vessels resting on shallow foundations

Turandan, Kenan. (Thesis (M.S.)-Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2017., 2017.)

In this study, earthquake response of a surge vessel which consists of 8 interconnected tanks is studied. This HPV unit is located in western Saudi Arabia with 600.000 m³/day desalination capacity. The focus of this ...
Response analysis and damage mitigation of buried continuous pipes subjected to faulting actions

Perdibuka, Dardan. (Thesis (Ph.D.)-Bogazici University.Kandilli Observatory and Earthquake Research Institute, 2022., 2022)

Buried continuous steel pipelines are critical lifelines failure of which under fault rupture incidents may lead to significant and deteriorating environmental and socio economic outcomes. Proper understanding and estimation ...
Shake table tests of a 1/4 scaled mass concentric three storey steel structure isolated by a hybrid passive control system

Yenidoğan, H. Cem. (Thesis (M.S.)-Bogazici University. Kandilli Observatory and Earthquake Research Institute, 2007., 2007.)

Objective of this study is to investigate the effectiveness of a hybrid isolation system for a three-storey mass concentric steel structure. The isolation system consists of 2 elastomeric bearings and 4 flat sliding bearings, ...

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