Performance Evaluation of CFRP Reinforced Concrete Members Utilizing Fuzzy Technique
- Standort
-
Deutsche Nationalbibliothek Frankfurt am Main
- ISSN
-
2234-1315
- Umfang
-
Online-Ressource
- Sprache
-
Englisch
- Anmerkungen
-
online resource.
- Erschienen in
-
Performance Evaluation of CFRP Reinforced Concrete Members Utilizing Fuzzy Technique ; volume:12 ; number:1 ; day:29 ; month:12 ; year:2018 ; pages:1-11 ; date:12.2018
International journal of concrete structures and materials ; 12, Heft 1 (29.12.2018), 1-11, 12.2018
- Klassifikation
-
Ingenieurbau und Umwelttechnik
- Urheber
-
Chung, Lan
Hur, Moo-Won
Park, Taewon
- Beteiligte Personen und Organisationen
-
SpringerLink (Online service)
- DOI
-
10.1186/s40069-018-0313-0
- URN
-
urn:nbn:de:101:1-2019022808250446772119
- Rechteinformation
-
Open Access; Der Zugriff auf das Objekt ist unbeschränkt möglich.
- Letzte Aktualisierung
-
14.08.2025, 10:56 MESZ
Datenpartner
Dieses Objekt wird bereitgestellt von:
Deutsche Nationalbibliothek. Bei Fragen zum Objekt wenden Sie sich bitte an den Datenpartner.
Deutsche Nationalbibliothek. Bei Fragen zum Objekt wenden Sie sich bitte an den Datenpartner.
Beteiligte
- Chung, Lan
- Hur, Moo-Won
- Park, Taewon
- SpringerLink (Online service)
Ähnliche Objekte (12)
Stress redistribution in steel reinforced concrete members strengthened with CFRP strips
Stress redistribution in steel reinforced concrete members strengthened with CFRP strips
Stress redistribution in steel reinforced concrete members strengthened with CFRP strips
Structural behaviour of CFRP reinforced concrete members under bending and shear loads
Structural behaviour of CFRP reinforced concrete members under monotonic and cyclic long-term loading
Durability of reinforced concrete members strengthened with CFRP plates and subjected to moisture and salts
Flexural and long-term behavior of CFRP-strengthened reinforced concrete beams
RC members with a flexural‐strengthening layer of CFRP textile‐reinforced concrete under monotonic and cyclic long‐term loading
Rosensteinsteg II—A cable footbridge with deck elements of CFRP‐reinforced concrete
Flexural behaviour of recycled reinforced concrete beams strengthened/ repaired with CFRP laminates
Rosensteinsteg II—A cable footbridge with deck elements of CFRP‐reinforced concrete
Shear strength models for reinforced and prestressed concrete members
Stress redistribution in steel reinforced concrete members strengthened with CFRP strips
Stress redistribution in steel reinforced concrete members strengthened with CFRP strips
Stress redistribution in steel reinforced concrete members strengthened with CFRP strips
Structural behaviour of CFRP reinforced concrete members under bending and shear loads
Structural behaviour of CFRP reinforced concrete members under monotonic and cyclic long-term loading
Durability of reinforced concrete members strengthened with CFRP plates and subjected to moisture and salts
Flexural and long-term behavior of CFRP-strengthened reinforced concrete beams
RC members with a flexural‐strengthening layer of CFRP textile‐reinforced concrete under monotonic and cyclic long‐term loading
Rosensteinsteg II—A cable footbridge with deck elements of CFRP‐reinforced concrete
Flexural behaviour of recycled reinforced concrete beams strengthened/ repaired with CFRP laminates
Rosensteinsteg II—A cable footbridge with deck elements of CFRP‐reinforced concrete
Shear strength models for reinforced and prestressed concrete members
Stress redistribution in steel reinforced concrete members strengthened with CFRP strips
Stress redistribution in steel reinforced concrete members strengthened with CFRP strips
Stress redistribution in steel reinforced concrete members strengthened with CFRP strips
Structural behaviour of CFRP reinforced concrete members under bending and shear loads
Structural behaviour of CFRP reinforced concrete members under monotonic and cyclic long-term loading
Durability of reinforced concrete members strengthened with CFRP plates and subjected to moisture and salts
Flexural and long-term behavior of CFRP-strengthened reinforced concrete beams
RC members with a flexural‐strengthening layer of CFRP textile‐reinforced concrete under monotonic and cyclic long‐term loading
Rosensteinsteg II—A cable footbridge with deck elements of CFRP‐reinforced concrete
Flexural behaviour of recycled reinforced concrete beams strengthened/ repaired with CFRP laminates
Rosensteinsteg II—A cable footbridge with deck elements of CFRP‐reinforced concrete