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failure modes (5) 5
buckling (3) 3
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590n (1) 1
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analysis (1) 1
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bracing (1) 1
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Earthquake Engineering & Structural Dynamics, ISSN 0098-8847, 03/2014, Volume 43, Issue 3, pp. 375 - 393
Journal Article
Engineering Structures, ISSN 0141-0296, 11/2018, Volume 174, pp. 126 - 138
•The Perforated Core Buckling Restrained Brace, an all-steel BRB, is investigated.•Two new expressions are proposed to predict the core buckling wavelength.•A... 
High-mode buckling | Buckling wavelength | Hysteresis damper | Buckling-restrained brace | Energy dissipation | Low-cycle fatigue | TESTS | ENGINEERING, CIVIL | STEEL | DAMAGE MODEL | Bridges | Analysis
Journal Article
Jianzhu Jiegou Xuebao (Journal of Building Structures), ISSN 1000-6869, 01/2014, Volume 35, Issue 1, pp. 117 - 125
To investigate the overall buckling behavior of 960 MPa high strength steel columns under axial compression, a static experimental program was conducted,... 
Design engineering | High strength steels | Parametric analysis | Failure modes | Mathematical models | Compressive strength | Buckling | Strength
Journal Article
Gongcheng Lixue/Engineering Mechanics, ISSN 1000-4750, 10/2012, Volume 29, Issue 10, pp. 137 - 148
Journal Article
International Conference on Advances in Experimental Structural Engineering, 2013, Volume 2013-
Conference Proceeding
Yingyong Lixue Xuebao/Chinese Journal of Applied Mechanics, ISSN 1000-4939, 10/2016, Volume 33, Issue 5, pp. 744 - 748
Journal Article
日本建築学会構造系論文集, ISSN 1340-4202, 1999, Volume 64, Issue 522, pp. 113 - 119
This study shows that the 590N/mm^2 high strength steel beam with large depth-thickness ration has enough plastic deformation capacity. 590N/mm^2 high strength... 
| 塑性変形能力 | 局部座屈 | 建築構造用高性能590N | 崩壊形式 | mm^2鋼材
Journal Article
日本建築学会構造系論文集, ISSN 1340-4202, 1998, Volume 63, pp. 95 - 101
Recently, beams with large depth-thickness ratio are used. As a result, a rank of slenderness ratio of plate elements constituting beam may be different... 
| 塑性変形能力 | 局部座屈 | 限界状態 | 崩壊形式 | 高張力鋼
Journal Article
日本建築学会技術報告集, ISSN 1341-9463, 12/1999, pp. 99 - 102
There is a possibility to maintain plastic deformation capacity by synergism of web and flange of high strength steel beams even though its depth-thickness... 
Journal Article
Journal of Constructional Steel Research, ISSN 0143-974X, 03/2016, Volume 119, pp. 133 - 143
Journal Article
Guangxi Daxue Xuebao. Ziran Kexue Ban = Journal of Guangxi University. Natural Science Edition, ISSN 1001-7445, 01/2019, Volume 44, Issue 2
To study the axially compressive behavior of fully recycled aggregate concrete filled square steel tube short columns after high temperatures under different... 
Concrete aggregates | Cooling | Ductility | Failure modes | Compression tests | Cooling effects | High temperature | Exposed aggregate concretes | Cooling curves | Degradation | Liquid cooling | Bearing capacity | Compressive properties | High temperature tests | Ductility tests | Stiffness | Descent
Journal Article
Guangxi Daxue Xuebao. Ziran Kexue Ban = Journal of Guangxi University. Natural Science Edition, ISSN 1001-7445, 01/2018, Volume 43, Issue 5
To investigate the effect of initial imperfection and high temperatures on the ultimate capacity and failure mode,twelve square steel stub columns with... 
Cracks | Stress concentration | Ductility | Ambient temperature | Steel columns | Failure modes | Stiffness | High temperature | High temperature effects | Defects | Strain
Journal Article
Jianzhu Jiegou Xuebao (Journal of Building Structures), ISSN 1000-6869, 09/2013, Volume 34, Issue 9, pp. 1 - 12
The experimental research was conducted on the seismic behavior of outrigger truss-wall joints, in order to support the design of super high-rise building of... 
Cracks | Construction | Fracture mechanics | Failure modes | Ductility tests | Structural steels | Seismic response | High rise buildings
Journal Article
Jianzhu Jiegou Xuebao (Journal of Building Structures), ISSN 1000-6869, 09/2013, Volume 34, Issue 9, pp. 1 - 12
The experimental research was conducted on the seismic behavior of outrigger truss-wall joints, in order to support the design of super high-rise building of... 
Cracks | Construction | Fracture mechanics | Failure modes | Ductility tests | Structural steels | Seismic response | High rise buildings
Journal Article
材料, ISSN 0514-5163, 1991, Volume 40, pp. 335 - 340
The strength by a short beam method of three point bending was measured for some CFRPs with varying fiber and matrix resin combination and their failure states... 
High temperature strength | Failure mode | Shear failure | Polyimide resin | Epoxy resin | CFRP | Short beam method
Journal Article
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