RESEARCH AND SIMPLIFIED CALCULATION OF STEEL PLATE-BRICK MASONRY COMPOSITE FRAMES'LATERAL RESISTANCE BEHAVIOR

Zhang Ganglei; Cao Shuangyin; Jing Denghu; Zhang Hao

doi:10.13204/j.gyjz201311028

Volume 43 Issue 11

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2013 > 43(11): 126-130

Zhang Ganglei, Cao Shuangyin, Jing Denghu, Zhang Hao. RESEARCH AND SIMPLIFIED CALCULATION OF STEEL PLATE-BRICK MASONRY COMPOSITE FRAMES'LATERAL RESISTANCE BEHAVIOR[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 126-130. doi: 10.13204/j.gyjz201311028

Citation:

Zhang Ganglei, Cao Shuangyin, Jing Denghu, Zhang Hao. RESEARCH AND SIMPLIFIED CALCULATION OF STEEL PLATE-BRICK MASONRY COMPOSITE FRAMES'LATERAL RESISTANCE BEHAVIOR[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 126-130. doi: 10.13204/j.gyjz201311028

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RESEARCH AND SIMPLIFIED CALCULATION OF STEEL PLATE-BRICK MASONRY COMPOSITE FRAMES'LATERAL RESISTANCE BEHAVIOR

doi: 10.13204/j.gyjz201311028

1.
1. China Shipbuilding NDＲI Engineering Co. Ltd,Shanghai 200063,China;
2.
2. School of Civil Engineering,Southeast University,Nanjing 210096,China;
3.
3. China United Engineering Corporation,Hangzhou 310022,China

Received Date: 2013-03-21
Publish Date: 2013-11-20

Abstract

Abstract

To investigate the lateral resistance behavior of steel plate-brick masonry composite frames,two composite frames were tested and simulated in finite element method. The failure mechanism under lateral load was abtained and development rule of steel plate's and masonry's stress and strain in control sections was analyzed. Meanwhile,masonry's influence on bearing capacity and stiffness of the composite frame was discussed,based on which simplified calculation of lateral stiffness of steel plate-brick masonry composite frames was proposed.
- steel plate-brick masonry,
- lateral resistance behavior,
- failure mechanism,
- elastic stiffness

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References(11)

References

敬登虎,曹双寅,郭华忠. 钢板-砖砌体组合结构托换改造技术及应用[J].土木工程学报, 2009, 42(5):55-60.

[2] 敬登虎,曹双寅,石磊,等. 钢板-砖砌体组合梁、柱静载下性能试验研究[J]. 土木工程学报, 2010, 43(6):48-56.

[3] 吴婷. 钢板-砖砌体组合墙梁受力性能的试验研究与理论分析[D]. 南京:东南大学, 2011.

[4] 章钢雷,敬登虎, 曹双寅,等. 基于 ABAQUS 的钢板-砖砌体组合框架有限元分析[J].扬州大学学报:自然科学版,2011,14(S1):98-102.

[5] 敬登虎,曹双寅. 钢板-砖砌体组合梁抗弯屈曲承载力计算[J]. 扬州大学学报:自然科学版, 2011, 14(S1):84-87.

[6] 曹双寅. 工程结构设计原理[M].南京:东南大学出版社,2002.

[7] CECS 28∶ 90 钢管混凝土设计与施工规程[S].

[8] AIJ. Recommendations for Design and Construction of ConcreteFilled Steel Tubular Structures[S].Architectural Institute ofJapan, 1996.

[9] European Committee for Standardization,Eurocode 4. Design ofComposite Steel and Concrete Structures[S]. London: 1994.

[10] American Institute of Steel Construction ( AISC ). Load andResistance Factor Design Specification for Structural SteelBuildings[S]. Chicago: 1999.

[11] 韩林海,陶忠,王文达. 现代组合结构和混合结构[M].北京:科学出版社, 2009.

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