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Home
About Journal
Aims & scope
Overview
Indexing
Editorial Board
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Archive
Online First
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Authors
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Guide for Authors
Copyright and License Term
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最新刊期
卷
39
,
期
3
,
2017
本期电子书
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Stability analysis of welded Q460 I-section columns with slender web under biaxial bending
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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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Experimental analysis of bond performance of concrete strengthened with high strength steel wire mesh
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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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Shear lag effect of twin-cell composite beams considering slip and shear deformation
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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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Models for predicting creep of continuous rigid frame bridge using prestressed concrete
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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
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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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Effect of knot on stability of glulam column under axial compressive loading
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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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Axial compression of slender cold-formed thin-walled steel channels strengthened with CFRP
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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
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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
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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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Stability coefficient method for ultimate strength of long concrete-filled steel tubular columns under axial compression
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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
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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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Correlation between global damage index and local damage indexes for the seismic performance assessment of framework
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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
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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
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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
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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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Interface constitutive model test and numerical simulation of red mudstone pile-rock
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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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Three-dimensional stability assessment of rock slopes based on random fields
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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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Influence of moisture content and grain composition on shear strength of slightly dense gravel soil and bearing capacity of foundation
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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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Effects of multi-nutrient treatment on the uniformity and strength of MICP-cemented sand
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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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Mechanical properties of multiple-structure thick overburden pervious foundation based on fluid-solid coupling
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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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