2019
DOI: 10.1007/s00158-019-02407-3
|View full text |Cite
|
Sign up to set email alerts
|

Optimizing earthquake design of reinforced concrete bridge infrastructures based on evolutionary computation techniques

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1

Citation Types

0
2
0

Year Published

2019
2019
2023
2023

Publication Types

Select...
5
1
1

Relationship

0
7

Authors

Journals

citations
Cited by 10 publications
(3 citation statements)
references
References 35 publications
0
2
0
Order By: Relevance
“…Other applications of optimisation in structural concrete design include targeting seismic performance objectives [483][484][485], the optimisation of prestressed concrete members [486], and defining critical concrete structures general topology, from the Optimisation of Continua, as performed by Wu and Wu for bridge pylons [487]. These works will, most certainly, have a contribution also for steel and concrete composite structures.…”
Section: Concrete Structural Designmentioning
confidence: 99%
“…Other applications of optimisation in structural concrete design include targeting seismic performance objectives [483][484][485], the optimisation of prestressed concrete members [486], and defining critical concrete structures general topology, from the Optimisation of Continua, as performed by Wu and Wu for bridge pylons [487]. These works will, most certainly, have a contribution also for steel and concrete composite structures.…”
Section: Concrete Structural Designmentioning
confidence: 99%
“…These structures include reinforced concrete (RC) building frames (Liu et al 2020), wind turbine foundations (Mathern et al 2022), or bridge decks (Jaouadi et al 2020). These methods have also been applied to beam (Camacho et al 2020;García-Segura et al 2017) and cable-stayed (Martins et al 2020) bridges among others.…”
Section: Introductionmentioning
confidence: 99%
“…These structures include Reinforced Concrete (RC) building frames [229], wind turbine foundations [230] or bridge decks [231]. These methods have also been applied to beam [165], [232] and cable-stayed [16] bridges among others.…”
Section: Introductionmentioning
confidence: 99%