最新刊期

    39 3 2017
    • Yinghua Yang, Kaixiang Cao
      Vol. 39, Issue 3, Pages: 1-12(2017) DOI: 10.11835/j.issn.1674-4764.2017.03.001
      关键词:high-strength steel;welded I-section with slender web;biaxial bending;stability;direct strength method   
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    • Rongyi Mao, Zheng Luo, Yinhui Wang, Xiaojia Hu
      Vol. 39, Issue 3, Pages: 13-19(2017) DOI: 10.11835/j.issn.1674-4764.2017.03.002
      关键词:high steel wire mesh;polymer mortar;reinforced concrete structure;strengthening   
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    • Shijun Zhou, Yao Jiang, Yundan Wu, Gang Song, Chen Chen
      Vol. 39, Issue 3, Pages: 20-27(2017) DOI: 10.11835/j.issn.1674-4764.2017.03.003
      关键词:composite box girder;shear lag;slip;shear deformation;double-cell box girder   
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    • LiangLiang Zhang, Zerun Zeng, Jianhong He
      Vol. 39, Issue 3, Pages: 28-34(2017) DOI: 10.11835/j.issn.1674-4764.2017.03.004
      关键词:High-strength concrete;continuous rigid frame bridge;prediction model;python script   
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    • Slab flexural behavior of a new composite beam-slab connection

      Lin Sun, Huihui Huang, Junjie Yang, Jianping Fu, Zongming Huang
      Vol. 39, Issue 3, Pages: 35-43(2017) DOI: 10.11835/j.issn.1674-4764.2017.03.005
      关键词:composite structure;embedded connection;flexural behavior;ductility   
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    • Yuhang Guo, Shurong Zhou, Jia Cui, Zongming Huang
      Vol. 39, Issue 3, Pages: 44-49(2017) DOI: 10.11835/j.issn.1674-4764.2017.03.006
      关键词:glulam column;column deflection curve method;stability;effect of knot   
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    • Hongyuan Tang, Canjun Wang, Yi Pan, Zhongkai Wang, Zhipeng Hu
      Vol. 39, Issue 3, Pages: 50-57(2017) DOI: 10.11835/j.issn.1674-4764.2017.03.007
      关键词:cold-formed thin-wall channel column;strengthening;global buckling;axial compression   
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    • Fire performance of circular tubed steel reinforced concrete columns

      Weiyong Wang, Keyan Song, Jiepeng Liu
      Vol. 39, Issue 3, Pages: 58-66(2017) DOI: 10.11835/j.issn.1674-4764.2017.03.008
      关键词:steel tube reinforced concrete column;temperature;mechanical performance;finite element analysis   
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    • Ancient brick masonry behavior and weathering degree evaluation

      Yongjing Tang, Hong Zhao, Zhenhua Ye, Yuying Yang, Zhendong Shao
      Vol. 39, Issue 3, Pages: 67-74(2017) DOI: 10.11835/j.issn.1674-4764.2017.03.009
      关键词:weathering;weathering coefficient;weathering degree;unsaturated freeze-thaw;saturation degree   
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    • Xingzhen Zang, Ziqi He, Chuangze Xu
      Vol. 39, Issue 3, Pages: 75-82(2017) DOI: 10.11835/j.issn.1674-4764.2017.03.010
      关键词:concrete-filled steel tubular columns;axial compression member;ultimate strength;stability coefficient method   
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    • Seismic behavior of reinforced concrete column strengthened with HDPF

      Chuanzhi Sun, Yan Qiao, Zhenbo Wang, Gong Zuo
      Vol. 39, Issue 3, Pages: 83-91(2017) DOI: 10.11835/j.issn.1674-4764.2017.03.011
      关键词:polyester fiber;reinforced concrete column;strengthen;seismic behavior   
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    • Zhefeng Liu, Kui Chen, Peng Zhao, Wei Chen
      Vol. 39, Issue 3, Pages: 92-98(2017) DOI: 10.11835/j.issn.1674-4764.2017.03.012
      关键词:frame work;force analogy method;seismic energy;global damage;local damage   
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    • Bearing capacity of rigid tower base plate with eight anchor bolts

      Qiang Bai, Jingsheng Yang, Nian Guo, Zhengliang Li
      Vol. 39, Issue 3, Pages: 99-106(2017) DOI: 10.11835/j.issn.1674-4764.2017.03.013
      关键词:Rigid tower base plate with eight anchor bolts;equivalent calculating width;equivalent calculating arm of force;finite element method;bearing capacity   
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    • Beneficial affected area of corner of composite soil nailed wall

      Zongling Zhang, Shige Wang, Linchao Liu
      Vol. 39, Issue 3, Pages: 107-114(2017) DOI: 10.11835/j.issn.1674-4764.2017.03.014
      关键词:composite soil nailed wall;foundation pit corner;beneficial affected area;quantitative analysis;finite element analysis   
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    • Fictitious pile approach and parametric analysis of laterally loaded piles

      Ming Cao
      Vol. 39, Issue 3, Pages: 115-121(2017) DOI: 10.11835/j.issn.1674-4764.2017.03.015
      关键词:laterally loaded;fictitious pile;integral equation;discontinuous point;parametric analysis   
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    • Qijun Hu, Jing Jiang, Yahui Xu, Rendan Shi, Yuhao Zhang
      Vol. 39, Issue 3, Pages: 122-128(2017) DOI: 10.11835/j.issn.1674-4764.2017.03.016
      关键词:red mudstone;pile-rock interface;constitutive models;strain softening;numerical simulation   
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    • Yiwei Niu, Xiaoping Zhou, Qihu Qian
      Vol. 39, Issue 3, Pages: 129-137(2017) DOI: 10.11835/j.issn.1674-4764.2017.03.017
      关键词:rock slopes;factor of safety;probability of failure;random fields   
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    • Li Lu, Huafei Wang, Daiwen Hu
      Vol. 39, Issue 3, Pages: 138-144(2017) DOI: 10.11835/j.issn.1674-4764.2017.03.018
      关键词:silty clay gravel;water content;shear strength;foundation bearing capacity   
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    • Xuming Wang, Wei Guo, Fei Yu, Zhao Yi, Lin Sun
      Vol. 39, Issue 3, Pages: 145-150(2017) DOI: 10.11835/j.issn.1674-4764.2017.03.019
      关键词:carbonate precipitation;cemented sand;compressive strength   
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    • Zhengcheng Wang, Haitao Mao, Shunjiang Long, Haibo Jiang, Ruyi Zhang
      Vol. 39, Issue 3, Pages: 151-159(2017) DOI: 10.11835/j.issn.1674-4764.2017.03.020
      关键词:deep overburden layer;fine sand layer;mechanical properties;fluid-solid coupling;multiple structure;settlement   
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