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

Advertisement

Carbon Emission Assessment for Super Tall Buildings with Viscoelastic Coupling Dampers

 Carbon Emission Assessment for Super Tall Buildings with Viscoelastic Coupling Dampers
Author(s): ,
Presented at IABSE Conference: Structural Engineering: Providing Solutions to Global Challenges, Geneva, Switzerland, September 2015, published in , pp. 147-154
DOI: 10.2749/222137815818357025
Price: € 25.00 incl. VAT for PDF document  
ADD TO CART
Download preview file (PDF) 0.08 MB

Due to its huge material and energy consumption, super tall buildings exert great impact on the environment. Embodied carbon is an important tool to measure the environmental impacts of super tall ...
Read more

Bibliographic Details

Author(s): (Department of Structural Engineering, Tongji University, Shanghai, China Tongji Architectural Design (Group) Co., Ltd., Shanghai, China)
(Department of Structural Engineering, Tongji University, Shanghai, China)
Medium: conference paper
Language(s): English
Conference: IABSE Conference: Structural Engineering: Providing Solutions to Global Challenges, Geneva, Switzerland, September 2015
Published in:
Page(s): 147-154 Total no. of pages: 8
Page(s): 147-154
Total no. of pages: 8
Year: 2015
DOI: 10.2749/222137815818357025
Abstract:

Due to its huge material and energy consumption, super tall buildings exert great impact on the environment. Embodied carbon is an important tool to measure the environmental impacts of super tall buildings. The embodied carbon of super tall buildings could be optimized by integrating the energy dissipation devices in the structural system. Viscoelastic coupling dampers (VCDs) is a kind of efficient energy dissipation devices. By replacing coupling beams in structural configurations, VCDs can effectively increase the level of inherent damping of structure, and thus reduce the internal forces of structural members subject to lateral loads. Optimization for the sectional dimension of structural components is made possible, accompanied by reduction in embodied carbon. A super tall building located in high seismicity area is presented as an example to illustrate embodied carbon based integrated structural design method. The results for a real super tall building project show that the proposed method is reasonable and can effectively reduce embodied carbon and total cost of super tall buildings.

Keywords:
embodied carbon super tall buildings carbon emission assessment integrated optimal seismic design viscoelastic coupling dampers