Performance analysis was conducted for existing sand silos in Mersin Paşabahçe facilities both under vertical and earthquake loads. For this purpose, damage survey was conducted on-site first, load bearing system and rebars were inspected, and material tests were performed. Non-linear time history analysis was performed with regard to obtained data and current condition was determined. The status report containing recommendations on strengthening methodsand approximate cost was delivered.

YEAR OF CONSTRUCTION

2017

CUSTOMER

SISECAM HOLDING

LOCATION

MERSIN/ICEL