Hello,
I need a reference on any international building code which specify the allowable pile lateral deflection against base shear, for highrise buildings.
Any input, suggestion will be appreciated
i have question regarding timber fender for river berthing dolphins. Based on your experience, how many percent of the berthing energy can be absorbed by the fender?
For the design of berthing dolphins located in a river, the client request me to use timber fender. Is there any body can predict, how much is the fender can absorbed the berthing energy, or how many percent of the berthing energy will be transfered to the dolphin?