Asset Details
Do you wish to reserve the book?
Seismic analysis of wood-stone structures with three degree of freedom systems
Hey, we have placed the reservation for you!
By the way, why not check out events that you can attend while you pick your title.
Oops! Something went wrong.
Looks like we were not able to place the reservation. Kindly try again later.
Are you sure you want to remove the book from the shelf?
Seismic analysis of wood-stone structures with three degree of freedom systems
Do you wish to request the book?
Seismic analysis of wood-stone structures with three degree of freedom systems
Please be aware that the book you have requested cannot be checked out. If you would like to checkout this book, you can reserve another copy
We have requested the book for you!
Your request is successful and it will be processed during the Library working hours. Please check the status of your request in My Requests.
Oops! Something went wrong.
Looks like we were not able to place your request. Kindly try again later.
Journal Article
Seismic analysis of wood-stone structures with three degree of freedom systems
2026
Overview
Wood and stone have different damping ratios. The seismic analysis of wood-stone structures is important. The vertical wood-stone structure is regarded as a three degree of freedom system. Based on Caughey damping model of substructures, the whole damping matrix was constructed. Then combined with Newmark-β method, a numerical method was proposed to calculate dynamic responses of wood-stone structures. Numerical results showed that the seismic performance of wood-stone structures was stronger than that of stone structures, and it was weaker than that of wood structures. During the process of earthquake action, the middle wood substructure can obviously improve seismic performance of the wood-stone structure. The bottom structure has greater stiffness, but weaker seismic performance.
Publisher
North Carolina State University
Subject
