Effects of the unevenness on infilled material surface of the restraining parts on the structural performance of the buckling‐restrained brace using steel mortar planks
Abstract: The clearance between the core plate and restraining part of the buckling‐restrained brace using steel mortar planks (BRBSM) considerably affects its failure mode status and hysteretic characteristics. When the clearance is controlled by average, in some cases, the clearance exceeds its average value by local unevenness on infilled material surface. As a continuation of our study on the BRBSM with controlled clearance, effects of the unevenness on the infilled material surface of the restraining parts on the structural performance of the buckling‐restrained brace are examined and the possibility of securing a clearance that allows for the evenness is shown. A cyclic axial loading test is conducted using specimens with the evenness on infilled material surface; the effects on the failure mode, strength increase ratio, compression‐to‐tension strength ratio, and cumulative plastic strain energy ratio of the BRBSM are evaluated. Furthermore, the propagation process of the higher‐order buckling modes and the unevenness on infilled material surface are examined, measuring the strain distribution of the core plate under compressive and tensile loading.
- Standort
-
Deutsche Nationalbibliothek Frankfurt am Main
- Umfang
-
Online-Ressource
- Sprache
-
Englisch
- Erschienen in
-
Effects of the unevenness on infilled material surface of the restraining parts on the structural performance of the buckling‐restrained brace using steel mortar planks ; day:20 ; month:06 ; year:2024 ; extent:11
Steel construction ; (20.06.2024) (gesamt 11)
- Urheber
-
Fujita, Masanori
Awazu, Kengo
Nakamura, Makoto
Iwata, Mamoru
- DOI
-
10.1002/stco.202300028
- URN
-
urn:nbn:de:101:1-2406211427382.277402860430
- Rechteinformation
-
Open Access; Der Zugriff auf das Objekt ist unbeschränkt möglich.
- Letzte Aktualisierung
-
14.08.2025, 10:54 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
- Fujita, Masanori
- Awazu, Kengo
- Nakamura, Makoto
- Iwata, Mamoru
Ähnliche Objekte (12)
Proposal and application of structural soundness monitoring system for the buckling‐restrained brace using steel mortar planks
A Mixed Model Representing Accurately the Inelastic Behavior of Multi-storey Buckling Restrained Braced Frames
Restrained expansion of the US economy
Enhancing seismic performance of buckling-restrained brace frames equipped with innovative bracing systems
Experimental behavior of buckling restrained braces by adding diferent admixtures concrete and using the steel core under cyclic loads
Buckling of elastically restrained nonlocal carbon nanotubes under concentrated and uniformly distributed axial loads
Numerical comparison on the efficiency of conventional and hybrid buckling-restrained braces for seismic protection of short-to-mid-rise steel buildings
Mechanical properties of a novel friction dampers incorporated with buckling restrained shape memory alloy bars
Seismic performance assessment of an innovative type of buckling restrained brace containing tire-derived lightweight aggregate concrete
Restrained inflation in the industrialized countries
The Investigation of the Relationship between Drying and Restrained Shrinkage In View of the Development of Micro Cracks
The effect of elevated temperature on the performance of pozzolanic cement mortar
Proposal and application of structural soundness monitoring system for the buckling‐restrained brace using steel mortar planks
A Mixed Model Representing Accurately the Inelastic Behavior of Multi-storey Buckling Restrained Braced Frames
Restrained expansion of the US economy
Enhancing seismic performance of buckling-restrained brace frames equipped with innovative bracing systems
Experimental behavior of buckling restrained braces by adding diferent admixtures concrete and using the steel core under cyclic loads
Buckling of elastically restrained nonlocal carbon nanotubes under concentrated and uniformly distributed axial loads
Numerical comparison on the efficiency of conventional and hybrid buckling-restrained braces for seismic protection of short-to-mid-rise steel buildings
Mechanical properties of a novel friction dampers incorporated with buckling restrained shape memory alloy bars
Seismic performance assessment of an innovative type of buckling restrained brace containing tire-derived lightweight aggregate concrete
Restrained inflation in the industrialized countries
The Investigation of the Relationship between Drying and Restrained Shrinkage In View of the Development of Micro Cracks
The effect of elevated temperature on the performance of pozzolanic cement mortar
Proposal and application of structural soundness monitoring system for the buckling‐restrained brace using steel mortar planks
A Mixed Model Representing Accurately the Inelastic Behavior of Multi-storey Buckling Restrained Braced Frames
Restrained expansion of the US economy
Enhancing seismic performance of buckling-restrained brace frames equipped with innovative bracing systems
Experimental behavior of buckling restrained braces by adding diferent admixtures concrete and using the steel core under cyclic loads
Buckling of elastically restrained nonlocal carbon nanotubes under concentrated and uniformly distributed axial loads
Numerical comparison on the efficiency of conventional and hybrid buckling-restrained braces for seismic protection of short-to-mid-rise steel buildings
Mechanical properties of a novel friction dampers incorporated with buckling restrained shape memory alloy bars
Seismic performance assessment of an innovative type of buckling restrained brace containing tire-derived lightweight aggregate concrete
Restrained inflation in the industrialized countries
The Investigation of the Relationship between Drying and Restrained Shrinkage In View of the Development of Micro Cracks