Search results

Determination of Internal Forces Using Artificial Neural Networks PANDELEA Alexandrina Elena1, a*, BUDESCU Mihai1, b, SOVEJA Lucian1, c and SOLONARU Maria1, d 1 “Gheorghe Asachi” Technical University of Iasi, Faculty of Civil Engineering and Building Services no.1, Prof.dr.doc.
Numerical calculation methods used in the field of civil engineering to solve problems include: finite element method, finite differences method, boundary element method, etc.
Artificial neural networks Application of the ANN (artificial neural networks) in the field of civil engineering imply solving the structural problems in a limited time frame.
Fig. 9 Determining the numerical value of shear forces Conclusions In terms of image processing using ANN, the civil engineering field is the most poorly developed.
Tăran, Checking the homogeneity of concrete using artificial neural network, Computational Civil Engineering, International Symposium Iaşi (2015)

Effect analysis of temperature in the large continuous rigid frame bridge Wu Yin 1.a Haibo Jiang 1.b Linbin Zou 1.c Hongrui Liu 1.d Jinhua Zou 1.e 1Faculty of Civil and Highway Engineering, Guangdong University of Technology, Guangzhou 510006 aparrotyw@163.com, bhbjiang@gdut.edu.cn, czoulinbin123@sina.com dliuhr@gdut.edu.cn ezoujinhua@gdut.edu.cn Keywords: Section temperature gradient; System temperature change; Midas; Temperature stress; Simulation analysis; Crack Abstract.
The effects in the bridge has paid more and more attention by the engineering sector.
Fig.1 106m＋{TTP}-245 2×160m＋{TTP}-245 106m continuous rigid frame bridge type layout diagram Fig.2 Box girder section temperature gradient distribution pattern unit: cm Fig.3 MIDAS-Civil calculation model This paper use MIDAS/Civil to computational analysis, full-bridge is discretized into 94 beam elements and 101 nodes.
[4] Dajian Han, Yiping Tan.Journal of Sichuan University (Engineering Science)in Chinese, 2008,40 (6) :7-13
[7] Hengzhi Chen,Xu Xie.Journal of Zhejiang University (Engineering Science) in Chinese,2005,39 (12) :1885-1890.

Finally, from the aspects of engineering and non-engineering, disaster prevention countermeasures are presented.
Different from common industrial and civil buildings, facilities and structures of electric power system are more vulnerable due to its complicated forms and multiple weak links.
Civil Engineering.
Non-engineering Measures.
Tang (American Society of Civil Engineering, USA 2000) [3] Yongqing Yu, Guangfan Li and Peng Li: Power System Technology.

Nonlinear time-history analyses are carried out by the Midas/Civil software in this paper.
Introduction With rapid development of bridge engineering, various devices are used to improve the anti-seismic performance of bridge [1].
As the engineering background of a railway bridge in Datong, the paper contrasts the bridge uninstalled the LUD to the bridge installed the LUD, in the longitudinal direction of the bridge and obtains related analysis results, by the nonlinear time-history analysis method and the Midas/Civil software.
Results and Analysis According to the seismic wave provided by the local seismological bureau and the design require- ments, the two models are analyzed to obtain the following results by the Midas/Civil software, under the E1 and E2 earthquake actions [4].
Yan: Journal of Disaster Prevention and Mitigation Engineering, Vol.27 (2007), Suppl. p292.In Chinese

Azlan Adnan3,c 1CTMC, Faculty Of Civil Engineering, Universiti Teknologi Malaysia, Malaysia. 2CTMC, Faculty Of Civil Engineering, Universiti Teknologi Malaysia, Malaysia. 3Faculty Of Civil Engineering, Universiti Teknologi Malaysia, Malaysia.
Therefore, engineers have to be alert and kept updated with the knowledge and behavior of earthquake trend in this area.
It is a method of precaution that can be taken by engineers to consider earthquake loading into future building design
Therefore engineers can design and build a safer building that will cater for the extra loading generated from seismic activity.
Masyhur Irsyam (2002), “The Effect Of The Latest Sumatra Earthquake To Malaysian Peninsular”, “Journal Of Civil Engineering, Universiti Teknologi Malaysia, Vol. 15 No. 2, 2002” [2] Shailesh Kr.

From the previous study, we have figured out the percentage of civil engineering, drainage engineering, heating ventilation and air conditioning (HVAC) engineering and electrical engineering of the direct fee (see Fig. 2).
The following will finalize the investment control target of civil engineering based on cost ratio of subentry engineering.
According to the above analysis, the proportion limit in civil subentry engineering of civil engineering direct fee (see Fig. 3).
Fig. 3 Proportion limit in civil subentry engineering of civil engineering direct fee Based on the above range, we could figure out the investment objective of subentry engineering.
During the design process, civil engineering of unit project the key project of investment, 2.

The articles collected in this edition reflect current trends, challenges, and emerging solutions aimed at improving the resilience and safety of structures across civil, military, and infrastructure applications.
Impact Engineering, Explosive Load, Ballistics, Ballistic Protection, Mechanical Properties, Impact Resistance, Projectile, Penetration, Repeated Loading, Collapse Assessment, Low Velocity Impact Load, High Strain Rate, Polymer, Composite, Shape Memory Alloy, Ceramics, Concrete, Structural Unit, Structure, Metamaterials, 3D Printing, Natural Disaster

Hence, lattice structures are widely applied in any field of civil and industrial engineering.
Mazzolani, Experimental and numerical researches on aluminium alloy systems for structural applications in civil engineering fields, Key Engineering Materials, 710 (2016) 256-261
Mazzolani, Numerical investigation of a new aluminium alloy reticular space structure, Civil-Comp Proceedings, 88, 2008
Landolfo, Cold-formed thin-walled steel structures as vertical addition and energetic retrofitting systems of existing masonry buildings, European Journal of Environmental and Civil Engineering 19 (7) (2014) 850-866
Landolfo, On the origin of I beams and quick analysis on the structural efficiency of hot-rolled steel members, The Open Civil Engineering Journal 10 (2016) 132-132

Kuen3,d 1Department of Civil Engineering, Monash University, Victoria, 3168, Australia. 2Department of Mechanical & Aerospace Engineering, Monash University, Victoria, 3168, Australia. 3Melbourne Water, 100 Wellington Parade, East Melbourne, Victoria, 3002, Australia.
In this paper, the available optical fibre technologies for condition monitoring of civil structure is summarised, an outline of potential applications of these technologies for geotechnical engineering applications and experience in utilising BOTDR in pipeline monitoring application.
Conceptual approaches for new pipeline monitoring Previous sections highlighted that optical fibre sensing technology can be a powerful technique for infrastructure monitoring in civil engineering.
The BOTDR-based distributed monitoring system for slope engineering.
(eds) Engineering Geology for Tomorrow’s Cities.

Petr Maca1,b 1Czech Technical University in Prague, Faculty of Civil Engineering, Experimental Centre, Czech Republic amichal.mara@fsv.cvut.cz, bmacapetr@fsv.cvut.cz Keywords: Strain rate, dynamic increase factor (DIF), fracture surface, crack, 3D scanner Abstract.
Reverse engineering is a specialization which was developed a lot in the 21st century.
Reverse engineering in civil engineering is used to describe the applied loadings which caused corruption or failure of a structure or it is used to reconstruct 3D models of the original object.
Quasi-static loading tests were made at CTU, Experimental Centre of Faculty of Civil Engineering, Prague and we were used the same number of specimens as we used for the impact loading test.
These data were exported into a software program AutoCAD Civil 3D which is able to work with a large amount of points.