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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
Author’s Home
Guide for Authors
Copyright and License Term
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最新刊期
卷
36
,
期
6
,
2014
本期电子书
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Transverse Seismic Design and Analysis of an H Type Bridge Tower Cable Stayed Bridge
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Yan Xu, Dongbing Ji, Ruilong Wang
Vol. 36, Issue 6, Pages: 1-7(2014) DOI: 10.11835/j.issn.1674-4764.2014.06.001
关键词:cable stayed bridges;bridge tower;transverse;seismic analysis;seismic design
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Finite Element Analysis of the Effects of U-wrap Anchorages on RC Beams Strengthened with CFRP Sheets
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Lihua Huang, Yuefang Wang, Lu Li
Vol. 36, Issue 6, Pages: 8-13(2014) DOI: 10.11835/j.issn.1674-4764.2014.06.002
关键词:RC beams strengthened with CFRP;U-wrap anchorages;finite element analysis;interfacial debonding
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Turbulent Wind Velocity Spectrum Analysis Approach Based on Proper Orthogonal Decomposition
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Zhe Liu
Vol. 36, Issue 6, Pages: 14-21(2014) DOI: 10.11835/j.issn.1674-4764.2014.06.003
关键词:Proper Orthogonal Decomposition;buffeting response;turbulence;effective mode;wind velocity spectrum
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Comparisons of Methods for In-Plane Bearing Capacity Calculation of Two-Hinged Parabolic Steel Arch Under Full-Span and Half-Span Loads
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Youbao Jiang, Mingwu Xie, Qiang Liao
Vol. 36, Issue 6, Pages: 22-28(2014) DOI: 10.11835/j.issn.1674-4764.2014.06.004
关键词:two-hinged parabolic steel arch;bearing capacity;full-span load;half-span load;load ratio;finite element analysis
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Experimental Analysis of Simply-Supported Concrete Box Girder with Web Openings model Under Double Uniformly Distributed Load
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Mingqiao Zhu, Jianqun Wang, Fan Wang, Kangjie Sun
Vol. 36, Issue 6, Pages: 29-33(2014) DOI: 10.11835/j.issn.1674-4764.2014.06.005
关键词:double-deck traffic;box girder bridges;web opening;distributed load;shear lag
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Analysis of Construction Risk for Water Piers and Foundations with Double-wall Steel Cofferdam Based on the Fuzzy Fault Tree Theory
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Muyu Liu, Wu Jing, Ruizhi Zhang
Vol. 36, Issue 6, Pages: 34-40(2014) DOI: 10.11835/j.issn.1674-4764.2014.06.006
关键词:yingwuzhou yangtze River Bridge;fuzzy fault tree;double-wall steel cofferdam;construction risk
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Application of Improved Hierarchic Genetic Algorithm to Damage Detection of the Main Girder for Cable-stayed Bridge
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Yanqiang Li, Yang Zhang
Vol. 36, Issue 6, Pages: 41-47(2014) DOI: 10.11835/j.issn.1674-4764.2014.06.007
关键词:cable-stayed bridge;damage identification;improved genetic algorithm;damage factor;cable force
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Model Test and Mechanical Behavior Analysis of Steel-concrete Joint of Hybrid Girder
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Xianglin Jiang, Yuqing Liu, Xuan Sun
Vol. 36, Issue 6, Pages: 48-53(2014) DOI: 10.11835/j.issn.1674-4764.2014.06.008
关键词:cable-stayed bridge;hybrid girder;steel-concrete joint;model test;mechanical behavior
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Elastic-Perfectly Plastic Solution of Tunnel Surrounding Rocks Using Mogi-Coulomb Strength Criterion
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Caizhong Lyu
Vol. 36, Issue 6, Pages: 54-59(2014) DOI: 10.11835/j.issn.1674-4764.2014.06.009
关键词:tunnel engineering;Mogi-Coulomb strength criterion;elastic-perfectly plastic model;intermediate principal stress;stress and displacement
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Analysis of Field Test High-Speed Railway CFG Pile-Raft Composite Foundation
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Hongwei Chen, Linrong Xu
Vol. 36, Issue 6, Pages: 60-66(2014) DOI: 10.11835/j.issn.1674-4764.2014.06.010
关键词:high-speed railway;field test;pile-soil stress ratio;settlement characteristics
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Centrifuge Tests on the Instability of Valley-Type Municipal Solid Waste Landfill
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Ren Peng, Yujing Hou, Zuyu Chen, Xuedong Zhang, Qinglei Sun, Yangping Yao
Vol. 36, Issue 6, Pages: 67-72(2014) DOI: 10.11835/j.issn.1674-4764.2014.06.011
关键词:municipal solid waste;landfill;instability;centrifuge modelling
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Conversion Relationship of Indoor and Field Dynamic Modulus of Subgrade
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Xuelian Li, Yuliang Chen, Qisen Zhang, Yuanming Xu, Xinwu Wang
Vol. 36, Issue 6, Pages: 73-77(2014) DOI: 10.11835/j.issn.1674-4764.2014.06.012
关键词:road engineering;dynamic modulus;repeated loading test;correlation
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Laboratory Experimental Analysis of Foundation Treatment Using Vortex Squeeze Expansion Mechanism
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Chunbao Li, Shifeng Xue, Rangang Yu, Yanmei Zhang, Xiang Sun, Xiaohui Liu, Zhijun Zhao
Vol. 36, Issue 6, Pages: 78-81(2014) DOI: 10.11835/j.issn.1674-4764.2014.06.013
关键词:vortex squeeze expansion mechanism;foundation treatment;expanded diameter ratio;concrete flow pattern
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Stability Analysis of Multiple Long Pile Models based on the Lateral Static Load Test of Pile
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Chengyi Liu, Weija Wang, Yonghua Wang
Vol. 36, Issue 6, Pages: 82-86(2014) DOI: 10.11835/j.issn.1674-4764.2014.06.014
关键词:pile;static load test;subgrade reaction;distribution models;effective length
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DEM Analysis of Soil Arching of Pile Supported Embankment
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Hongmei Guo
Vol. 36, Issue 6, Pages: 87-93(2014) DOI: 10.11835/j.issn.1674-4764.2014.06.015
关键词:pile supported embankment;soil arching;DEM;numerical simulation
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Experimental Analysis of the Strength Properties of the Heavy Metal Contaminanted Soil
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Rigao Chen, Furong Ma, Yingbo Pang
Vol. 36, Issue 6, Pages: 94-98(2014) DOI: 10.11835/j.issn.1674-4764.2014.06.016
关键词:heavy metals;contaminated soil;shear strength;mechanical properties
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Preparation of Denitrifying Phosphorus Accumulating Bacterial Seed Liquid and Analysis of Phosphorus Removal Mechanism
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Wenyi Zhang, Jing Chen, Wen Deng, Ping Chen, Xincheng Zhou
Vol. 36, Issue 6, Pages: 99-105(2014) DOI: 10.11835/j.issn.1674-4764.2014.06.017
关键词:denitrifying poly-phosphate accumulating microorganisms(DNPAOs);microorganism agents;bacterial seed liquid;intracellular polyphosphate granule(Poly-P);wastewater treatment
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Ferulic Acid Degradation Bacterium AWS4B Screening and Its Degradation Characteristics
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Yue Xie, Zhongyou Ma, Weifang Kong, Xiaoliang Li, Jianfei Wang, Xin Xiao, Wanzheng Ma, Haiming Zou
Vol. 36, Issue 6, Pages: 106-111(2014) DOI: 10.11835/j.issn.1674-4764.2014.06.018
关键词:Ferulic acid;auto-toxic chemical;biodegradation;degradation characteristics;pathway
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Simulation of Gaseous Mercury Adsorption of Different Building Materials
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Xiaofeng Gao, Yilu Gu, Tian Xie, Yang Liu, Sheng Huang, Youcai Zhao
Vol. 36, Issue 6, Pages: 112-118(2014) DOI: 10.11835/j.issn.1674-4764.2014.06.019
关键词:building materials;concrete block;mercury;adsorption simulation
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