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Online since: September 2011
Authors: Ke Neng Zhang, Yong Suo Li, Mei Long Deng, Chang Bo Huang
Numerical Simulation of Shield Tunnel Passing Through Underground Structure Yong Suo Li1,2,a, Ke Neng Zhang1,b, Mei Long Deng3,c,Chang Bo Huang3,d 1 School of Geosciences and Info-Physics, Central South University, Changsha, 410083, China 2 School of Civil Engineering, Hunan City University, Yiyang, Hunan 413000, China 3 China Construction Municipal Construction Corporation Limited, Beijing 100163, China a liyongsuo@126.com, bkencsu@qq.com, c405115314@qq.com, dhcb1972@163.com Keywords: Shield Tunnel, Numerical Simulation, Underground Structure Abstract.
Shield tunneling is often adopted in underground engineering such as civil tunnel construction and mine excavation.
The results of numerical simulation exactly matches the monitoring data when the stiffness of under-ground frame structure is considered, and it can provide guidance for engineering practice.
Acknowledgements This work was financially supported by the Project (CSCEC-2009-Z-19) funded by China State Construction Engineering Corporation.
Chinese Journal of Rock Mechanics and Engineering, Vol. 27(2008),p. 550-556
Online since: October 2011
Preface The 2011 International Conference on Technology of Architecture and Structure is holding in Xi' an, China in 22~24 September, 2011, sponsored by Division of Civil, Hydraulic and Architecture Engineering of Chinese Academy of Engineering, China Civil Engineering Society and hosted by Xi'an University of Architecture & Technology.
The theme of this conference is "Innovation, Security and Sustainable Development", which provide a communicative platform for all those engaged in civil engineering and related discipline research workers and engineering technicians.
Hot topics and frontier views related to sustainable development in civil engineering are presented in the papers.
We are also very thankful for all the conference participants in civil engineering for their time and supports.
Kang Qi Local Organizing Committee: Chairmen: Qinglian Tan China Civil Engineering Society Delong Xu Xi'an University of Architecture and Technology Co-Chairmen: Zhanjun Gao Chinese Academy of Engineering Yan Zhang China Civil Engineering Society Jiping Hao Xi'an University of Architecture and Technology Committee: Prof.
Online since: October 2013
Edited by: Tadeusz Uhl

The aim of the special collection was to bring together the expertise of scientist and engineers from universities and industry in the field of Structural Health Monitoring, Non‐Destructive Evaluation, and Condition Monitoring.
Due to interdisciplinary character of SHM systems, the contributions come from experts from area of mechanics, materials engineering, electronics, software engineering, and signal processing as well as system users from civil engineering, aviation, power plants, wind turbines, chemical plants, petrochemical plants and railways sectors.
Online since: September 2013
Authors: Tomaž Pazlar
Timber roof structures in extreme weather conditions Tomaž Pazlar1, a 1 Slovenian National Building and Civil Engineering Institute (ZAG Ljubljana), Dimičeva 12, 1000 Ljubljana, Slovenia atomaz.pazlar@zag.si Keywords: Timber, roof structures, summer storms, wind load, hail.
Slovenian National Building and Civil Engineering Institute (ZAG) tried to answer to these questions in a special research project, financed by Slovenian Ministry for Environment and Spatial Planning (MOP).
Slovenian National Building and Civil Engineering Institute was asked to perform a comprehensive evaluation of summer storms damage on buildings based on onsite assessment, documentation and relevant standard analysis.
Grkman, Damage to buildings in summer storms – state of the art analysis after the latest thunderstorms and proposals for short term and long term measures – Final report, Slovenian National Building and Civil Engineering Institute, Ljubljana, 2009 (in Slovenian language)
Srpčič, Damage to buildings in summer storms, in Proceedings of 32nd annual meeting of Slovenian building and civil engineers, Bled, 2010, pp 149 -156 (in Slovenian language)
Online since: July 2014
Authors: Wei Zhou, Wei Ye Huang, Bao Hua Shi, Ya Men Zhang
It said the evaluate standard of pitch road formation degree the same as JTG H20-2007. 3.2 The evaluate standard of airport formation degree The evaluation and management standard of civil airport pavement (MH/T5024-2009), issued and actualized in 2009 by Civil Aviation Authority of China.
Public and for civil using' asphalt pavements formation testing equipments all use laser formation machine.
However the test of military airport's asphalt pavements formation typically uses the three-meter ruler and the method of three-meter formation machine to evaluate, more backward than roads and civil aviation system.
References [1] Weiye Huang, Baohua Shi .etc., Research on utilization characteristic and management issue of asphalt pavement of airfield runway on highway, Advance Material and Civil Engineering, Aug. 2013
[3] JTG E60-2008, FIELD TEST Methods of Subgrade and Pavement for Highway Engineering
Online since: November 2015
Authors: Marcin Gryniewicz, Jerzy K. Szlendak
At a present version the method is used for rectangular shapes, which are quite common in civil engineering structures e.g. building elevations.
Those forms are quite common and widely used in civil engineering practice.
Such problems, where civil engineering is aggregate with computer vision, are rather commonly met in geotechnical or architectural sciences [13].
Procedia Engineering 2014
Dolenc, Measuring the potential of augmented reality in civil engineering, Advances in Engineering Software 90 (2015) 1–10.
Online since: August 2014
Authors: Josef Fladr, Alena Kohoutková
Alena Kohoutková, CSc.2,b 1Faculty of Civil Engineering, CTU in Prague, Thakurova 7, 166 29 Prague 6, Czech Republic 2 Faculty of Civil Engineering, CTU in Prague, Thakurova 7, 166 29 Prague 6, Czech Republic ajosef.fladr@fsv.cvut.cz, bakohout@fsv.cvut.cz Keywords: Concrete Structure; UHPC; Fibre Reinforce Concrete.
An experimental structure from high performance concrete was created within the scope of long-term research and development program of the Department of Concrete and Masonry Structures, Faculty of Civil Engineering, CTU in Prague that is focused on advanced cementitious composites.
The use of engineered mix of fibres enabled the authors to design structures without main rebar reinforcement.
Online since: September 2011
Authors: Hui Zhu Yang, Qi Lin Zhang, Zhi Hao Zhou, Lu Chen
Development of Structural Health Monitoring Software System of Shanghai Center Tower Zhihao Zhou1, a, Qinlin Zhang1,b, Huizhu Yang2,c, Lu Chen3,d 1School of Civil Engineering, Tongji University, Shanghai, China 2Shanghai Tonglei Civil Engineering Technology Co., Ltd., Shanghai, China 3Construction quality Inspection Institute of Tongji University, Shanghai, China ahobbylofty@gmail.com, bzhangqilin@tongji.edu.cn, cyanghuizhu@163.com, dbark719@163.com Keywords: Shanghai Center Tower, SHMSS, CAE, BIM Abstract.
Introduction As an important realm of civil engineering research, the Structural Health Monitoring (SHM) of major construction projects is becoming more and more indispensable, for it is useful in reducing the accident happening and improving the operating efficiency.
With the development of CAE software and spread of high-performance computers, CAE softwares become the efficient assistants and powerful tools for the engineers to make innovation in engineering.
Fig. 1 Procedure of CAE As is known is civil engineers, severe information loss will happen between different stages of building lifecycle because of lack of information sharing mechanism.
Sawyer: Engineering News Record, Vol. 255 (2005) No.14, p. 223
Online since: July 2014
Authors: Jing Geng, Bing Nan Ren
Introduction In recent years, the demand outnumbers the supply in municipal engineering construction market, and for municipal engineering construction enterprises, competitions turn to be increasingly fierce.
Meanwhile, confronted by so many municipal engineering enterprises, the bid evaluation aiming at the specific engineering characteristics becomes one of the significant jobs of the tenderer.
Indicator system of the bid evaluation of municipal engineering construction project Municipal engineering, namely municipal facilities construction projects, falls into the scope of civil engineering.
Generally, it is the civil engineering of the country, which is infrastructure construction of various public transit facilities, urban roads, bridges, water supply and drainage, landscaping, gas, urban flood control, environmental health and lighting that can provide paid or free public products and services on the basis of governmental responsibilities and obligations, and it is set within the urban and village planning construction.
The first-level evaluation factor set of this large museum construction project can be represented as: U={Enterprise strength, Construction organization design plan, Social reputation, Engineering commitment, Similar engineering performance, Tender offer}.
Online since: September 2014
Authors: Wei Fang Li
The EPC mode is one kind of total engineering management mode.
For instance, the general contractor of EPC split the project into civil engineering and installment, which are subcontracted by two subcontractors.
Because there are many interfaces between the civil engineering and installment, even if the there are appointments about these interfaces, the actually execute process also has trouble in some cases.
The sub-contract management in EPC engineering is a systems engineering.
Increase the level of engineering claim processing.
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