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Home
About Journal
Aims & scope
Overview
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最新刊期
卷
35
,
期
6
,
2013
本期电子书
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Reliability Analysis on Metro Shield Tunnel Segment Joint in Soft Soil
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Hui Wang, Hongwei Huang
Vol. 35, Issue 6, Pages: 1-6(2013) DOI: 10.11835/j.issn.1674-4764.2013.06.001
关键词:shield driven tunnel in soft soil;expansion of shield tunnel segment joint;reliability;Monte Carlo methods
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Experimental Analysis on the Decomposition-Creep Settlement Properties of Municipal Solid Waste
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Yanru Zhao, Qiang Xie, Yongxing Zhang, Chao Yang, Da Huang, Longfei Wang
Vol. 35, Issue 6, Pages: 7-15(2013) DOI: 10.11835/j.issn.1674-4764.2013.06.002
关键词:municipal solid waste;creep settlement;biodegradation;temperature;leachate
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Rainfall's Effect on the Stability of Unsaturated Slopes
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Yufei Kong, Erxiang Song, Jun Yang, Longying Zhang, Honggang Shi, Jian Liu
Vol. 35, Issue 6, Pages: 16-21(2013) DOI: 10.11835/j.issn.1674-4764.2013.06.003
关键词:unsaturated soil;rainfall;rainfall infiltration;slope stability
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Viscoelastic Model Analysis of In-situ Pressuremter Creep Test in Permafrost
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Hu Zhang, Jianming Zhang, Kai Su, Shiwei Liu
Vol. 35, Issue 6, Pages: 22-27, 39(2013) DOI: 10.11835/j.issn.1674-4764.2013.06.004
关键词:Qinghai-Tibetan Plateau;warm and ice-rich permafrost;pressuremeter;viscoelasticity
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Solving Method for Soil Spring Stiffness of Shallow Shield Tunneling
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Zhengfang Dong, Junjie Wang, Dongxiao Zhao, Wenbiao Wang
Vol. 35, Issue 6, Pages: 28-32(2013) DOI: 10.11835/j.issn.1674-4764.2013.06.005
关键词:shield tunneling;complex functions;soil spring stiffness;response displacement method
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Analysis on the Quasi Monte-Carlo Method and its Application in the Slope Reliability
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Xuesong Chu, Liang Li
Vol. 35, Issue 6, Pages: 33-39(2013) DOI: 10.11835/j.issn.1674-4764.2013.06.006
关键词:slope stability;reliability analysis;limit equilibrium method;Monte-Carlo method
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Compression Tests of Plain Chloroprene Rubber Bearings of Highway Bridge Under Freeze-thaw Cycle Condition
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Yannian Zhang, Chunhong Shan, Yi Zheng, Weishi Xiong, Xiaojun Shen, Fei Gao
Vol. 35, Issue 6, Pages: 40-45(2013) DOI: 10.11835/j.issn.1674-4764.2013.06.007
关键词:plain chloroprene rubber bearings;axial compression test;carrying capacity;vertical stiffness
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A Refined Punching Model for Concrete Slabs with Horizontal Cracking Zone
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Da Ren, Chaoyang Zhou, Xujun He, Chaofeng Wang
Vol. 35, Issue 6, Pages: 46-50(2013) DOI: 10.11835/j.issn.1674-4764.2013.06.008
关键词:concrete slabs;punching;model;yield criteria;strength
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Two-level Safety Evaluation and Structural Optimization of Steel Truss Bridge
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Lufeng Yang, Qi Li, Wei Zhang
Vol. 35, Issue 6, Pages: 51-57(2013) DOI: 10.11835/j.issn.1674-4764.2013.06.009
关键词:steel truss bridge;two-level safety evaluation;structural optimization;elastic modulus reduction method;generalized yield criterion
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Galerkin Approximate Solutions of Displacement Including the Effect of Dead Loads for Two Kinds of Rectangular Plates
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Degui Liu, Shijun Zhou
Vol. 35, Issue 6, Pages: 58-66, 130(2013) DOI: 10.11835/j.issn.1674-4764.2013.06.010
关键词:approximate solution;effect of dead loads;displacement;plate
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Fatigue Reliability Analysis Based on Probability Density Evolution Method
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Yazhou Xu
Vol. 35, Issue 6, Pages: 67-72(2013) DOI: 10.11835/j.issn.1674-4764.2013.06.011
关键词:fatigue;damage;reliability;probability density evolution method
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Full-Scale Test and Analysis of Mechanical Behavior of Concrete Filled Steel Tubular Column Node in Space Truss Structure
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Mingfang Li, Yuanqi Cai, Yunxiang Lu, Zefang Lou
Vol. 35, Issue 6, Pages: 73-81(2013) DOI: 10.11835/j.issn.1674-4764.2013.06.012
关键词:concrete filled steel tubular column node;full-scale test;nonlinear finite element method;ultimate bearing capacity;hysteretic energy dissipation capacity
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Deterioration Model and Reliability Analysis on Concrete Material at Stress States
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Yingmin Li, Xiaolong Zhou, Qian Tan
Vol. 35, Issue 6, Pages: 82-88(2013) DOI: 10.11835/j.issn.1674-4764.2013.06.013
关键词:carbonation;stress level;deterioration model;reliability;concrete structures
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A Simplified Calculation Method of Structural Response Function by Considering the
P
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Effect
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Renjie Liang, Jing Wu, Chunlin Wang
Vol. 35, Issue 6, Pages: 89-95(2013) DOI: 10.11835/j.issn.1674-4764.2013.06.014
关键词:performance-based earthquake engineering;structural response function;P-Δ effect;backbone curve;normalized yield strength
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Energy-absorbing Properties and Crushing Flow Stress Equation of Lightweight Foamed Concrete
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Jianjun Wang, Weiguo Guo, Rong Zhao, Yajie Shi, Liang Zeng
Vol. 35, Issue 6, Pages: 96-102(2013) DOI: 10.11835/j.issn.1674-4764.2013.06.015
关键词:arresting material;concrete;compression;mechanism;absorb energy
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Potential and Energy Dissipation-Based Seismic Damage Evaluation of Ancient Timber Structure Strengthened with CFRP
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Jianyang Xue, Zhanjing Wu, Fengliang Zhang, Hongtie Zhao, Zuqiang Liu, Doudou Wang
Vol. 35, Issue 6, Pages: 103-111(2013) DOI: 10.11835/j.issn.1674-4764.2013.06.016
关键词:ancient timber structure;potential of destruction-resisting;energy dissipation;seismic damage evaluation;failure coefficient
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Coupling Effect Analysis Between Background and Resonant Components for Equivalent Static Wind Loadings
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Shitang Ke, Fawu Wang, Qi Zhou, Zhiyong Zhou, Lin Zhao
Vol. 35, Issue 6, Pages: 112-117(2013) DOI: 10.11835/j.issn.1674-4764.2013.06.017
关键词:wind-induced response;ESWLs;large spatial structure;tri-components method;CCM coupling item
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Wind-induced Response Analysis on a Large-span Membrane Roof by Considering Non-gaussian Stochastic Wind Pressure Field
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Junjie Luo, Xiongbin Song, Jing Li
Vol. 35, Issue 6, Pages: 118-123(2013) DOI: 10.11835/j.issn.1674-4764.2013.06.018
关键词:Monte Carlo methods;time domain analysis;a large-span membrane roof;stochastic wind pressure field;total gust response factor
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Influence of Transverse Flexural Crack on Chloride Penetration in Concrete
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Chunhua Lu, Shaofeng Zhang, Ronggui Liu, Zhaowei Cui
Vol. 35, Issue 6, Pages: 124-130(2013) DOI: 10.11835/j.issn.1674-4764.2013.06.019
关键词:reinforced concrete;flexural crack width;dry-wet cycle;equivalent chloride diffusion coefficient
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Experimental Analysis of Time-dependent Shear Behavior on Stud Connectors
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Yunsheng Li, Zhongmin Hou, Zhiyang Zhao, Yanling Zhang
Vol. 35, Issue 6, Pages: 131-136(2013) DOI: 10.11835/j.issn.1674-4764.2013.06.020
关键词:studs;connectors;push-out test;time-dependent effect;composite beams
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