2018
DOI: 10.1002/eqe.3028
|View full text |Cite
|
Sign up to set email alerts
|

A rational H‐norm–based approach for the optimal design of seismically excited reinforced concrete frames

Abstract: Summary A rational approach is presented for minimizing the dynamic response of reinforced concrete framed structures forced by a seismic base acceleration. Reference is made to EC8 regulations, but the presented approach may in principle be applied to structures ruled by any regulation code. Governing equations are set in the frequency domain (and not in the periods domain as usual) so as to enable the adoption of sound approaches for analysis and design of dynamic structures that are typical of automatics. A… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1
1

Citation Types

0
5
0

Year Published

2019
2019
2024
2024

Publication Types

Select...
6
1
1

Relationship

1
7

Authors

Journals

citations
Cited by 8 publications
(5 citation statements)
references
References 24 publications
0
5
0
Order By: Relevance
“…1 that also shows loads and constraints. By now standard aspects of topology optimization such as the SIMP idealization to handle intermediate materials, the nonlocal filters that are adopted to avoid checkerboarding, the finite elements that are used to derive the discrete version of the problem, not to mention the numerical scheme that is used to solve the optimization problem may be found in [7] among others and are not explicitly described herein.…”
Section: �|𝐺𝐺(𝑖𝑖ω 𝑝𝑝 * )|�mentioning
confidence: 99%
“…1 that also shows loads and constraints. By now standard aspects of topology optimization such as the SIMP idealization to handle intermediate materials, the nonlocal filters that are adopted to avoid checkerboarding, the finite elements that are used to derive the discrete version of the problem, not to mention the numerical scheme that is used to solve the optimization problem may be found in [7] among others and are not explicitly described herein.…”
Section: �|𝐺𝐺(𝑖𝑖ω 𝑝𝑝 * )|�mentioning
confidence: 99%
“…In fact, when, for example, seismic forces are considered, one may show that the matrix B does depend on the design variable vector p (Venini and Ceresa 2018) and that is why the dependence of all the factors in Eq. ( 13) on p should in general be considered.…”
Section: Sensitivity Of the Input/output Transfer Matrixmentioning
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%