0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

Very Large steel-concrete Composite Offshore Pontoon-type Structure: Concept and Analysis

 Very Large steel-concrete Composite Offshore Pontoon-type Structure: Concept and Analysis
Author(s): ,
Presented at IABSE Symposium: Tomorrow’s Megastructures, Nantes, France, 19-21 September 2018, published in , pp. S15-43
DOI: 10.2749/nantes.2018.s15-43
Price: € 25.00 incl. VAT for PDF document  
ADD TO CART
Download preview file (PDF) 0.36 MB

To overcome the shortcomings of traditional very large floating structures constructed either of steel or concrete, a new type of very large floating structure constructed of steel-concrete composi...
Read more

Bibliographic Details

Author(s): (Key Laboratory of Civil Engineering Safe and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing, China)
(Beijing Engineering Research Center of Steel and Concrete Composite Structures, Tsinghua University, Beijing, China)
Medium: conference paper
Language(s): English
Conference: IABSE Symposium: Tomorrow’s Megastructures, Nantes, France, 19-21 September 2018
Published in:
Page(s): S15-43 Total no. of pages: 8
Page(s): S15-43
Total no. of pages: 8
DOI: 10.2749/nantes.2018.s15-43
Abstract:

To overcome the shortcomings of traditional very large floating structures constructed either of steel or concrete, a new type of very large floating structure constructed of steel-concrete composite components is developed. First, the concept of very large steel-concrete composite pontoon-type floating structure is proposed and the structural characteristics of the structure is described in detail, which has significant advantages and potential compared to steel or concrete floating structures, such as anti-explosion, durability, reliability, functional flexibility and economy. Then, on the basis of three-dimensional potential theory, the computer program THhydro is developed to calculate the three-dimensional hydroelastic response of floating structures. The program is substantially verified by the experimental and numerical results of previous literature. Finally, the parameter analysis on the hydroelastic response of very large steel-concrete composite pontoon-type floating structure is conducted, which shows that the usage of steel-concrete composite components can improve the performance of very large floating structures to an extent.

Keywords:
hydroelastic analysis Steel-concrete composite structure Pontoon-type Very large floating structure VLFS