Embodied Energy Optimization of Prestressed Concrete Slab Bridge Decks
This paper presents one approach to the analysis and design of post-tensioned cast-in-place concrete slab bridge decks. A Simulated Annealing algorithm is applied to two objective functions: (i) the economic cost; and (ii) the embodied energy at different stages of production materials, transport, a...
Main Authors: | Julián Alcalá, Fernando González-Vidosa, Víctor Yepes, José V. Martí |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2018-04-01
|
Series: | Technologies |
Subjects: | |
Online Access: | http://www.mdpi.com/2227-7080/6/2/43 |
Similar Items
-
Computer design and analysis of simple span prestressed concrete highway bridge girders
by: Underwood, John Martin
Published: (2008) -
Inelastic bending of rectangular plates and prestressed concrete slabs.
by: Youssef, Ali Abdel-Rahman.
Published: (1971) -
Effects of web reinforcing on torsional behavior of prestressed concrete memebers
by: Buckmaster, Barbara Gail, 1932-
Published: (1966) -
Simply supported, two way prestressed concrete slabs under uniform load.
by: Kemp, Gregory John
Published: (1971) -
Analysis of Prestressed Concrete Deck Bulb Tee Girder Bridges with Ultra-High Performance Concrete Longitudinal Joints
by: Chlosta, Alexander
Published: (2019)