SCOPUS 정보 검색 플랫폼

Tumu Gongcheng Xuebao/China Civil Engineering Journal

Volumn 45, Issue 8, 2012, Pages 48-54

Calculation of axial compressive behavior of timber column laterally strengthened with FRP

(5) Shao, Jinsong a Xue, Weichen a Liu, Weiqing b Jiang, Jianqiang c Jiang, Tong b

a TONGJI UNIVERSITY (China)

b NANJING TECH UNIVERSITY (China)

c Jiangsu Saite Steel Structure Co Ltd (China)

Author keywords

FRP; Peak strain; Strengthen; Timber column; Ultimate load

Indexed keywords

ANISOTROPIC ELASTIC; COMPRESSIVE BEHAVIOR; FRP; FRP SHEET; HOOP STRAIN; PEAK STRAINS; STIFFNESS RATIOS; STRENGTHEN; TEST DATA; TSAI-WU CRITERION; ULTIMATE LOADS; ULTIMATE STRAIN; WORK MECHANISM; YIELD LOAD; YIELD STRAIN;

CIVIL ENGINEERING; CONSTRUCTION;

TIMBER;

EID: 84865545230 PISSN: 1000131X EISSN: None Source Type: Journal
DOI: None Document Type: Article

Times cited : (23)

References (8)

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- Ma, J.¹ Hu, P.² Jiang, X.³

2
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- A Plasticity-based constitutive model for fiber-reinforced composites laminates
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- Concrete confined by FRP material: a plasticity approach
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- The continuity of axial compressive behaviors of concrete filled steel tube (CFST) for circular, octagonal, square and rectangular forms
- (in Chinese)
- Zhong Shantong. The continuity of axial compressive behaviors of concrete filled steel tube (CFST) for circular, octagonal, square and rectangular forms [J]. Progress in Steel Building Structures, 2004, 6(2): 14-22(in Chinese)
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5
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- Behavior of concrete columns confined by fiber composites
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- Mirmiran, A.¹ Shahawy, M.²

6
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- Design-oriented stress-strain model for FRP-confined concrete
- Lam L, Teng J G. Design-oriented stress-strain model for FRP-confined concrete[J]. Construction and Building Materials, 2003, 17(6/7): 471-489
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- Chinese source
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- Strength models for fiber-reinforced plastic-confined concrete
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- Lam, L.¹ Teng, J.G.²

* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.