Optimization in Civil Engineering and Metaheuristic Algorithms: A Review of State-of-the-Art Developments

2018 ◽  
pp. 111-137 ◽  
Author(s):  
Gebrail Bekdaş ◽  
Sinan Melih Nigdeli ◽  
Aylin Ece Kayabekir ◽  
Xin-She Yang
Keyword(s):  
Civil Engineering ◽  
State Of The Art ◽  
Metaheuristic Algorithms

Survey of the State-of-the-Art Expert/Knowledge Based Systems in Civil Engineering.

1986 ◽  
Author(s):  
Simon S. Kim ◽  
Mary Lou Maher ◽  
Raymond E. Levitt ◽  
Martin F. Rooney ◽  
Thomas J. Siller
Keyword(s):  
Civil Engineering ◽  
Expert Knowledge ◽  
State Of The Art ◽  
The State ◽  
Knowledge Based Systems ◽  
Knowledge Based

Biostabilization techniques and applications in Civil Engineering: State-of-the-Art

2021 ◽  
Vol 309 ◽  
pp. 125098
Author(s):  
Mahi Patil ◽  
Parishi H. Dalal ◽  
Sowmya Shreedhar ◽  
Trudeep N. Dave ◽  
Kannan K.R. Iyer
Keyword(s):  
Civil Engineering ◽  
State Of The Art ◽  
Engineering State

Application of 3D Printing in Civil Engineering: State-of-the-Art Review

2021 ◽  
pp. 141-153
Author(s):  
C. Chandre Gowda ◽  
B. N. Skanda Kumar
Keyword(s):  
3D Printing ◽  
Civil Engineering ◽  
State Of The Art ◽  
Engineering State

Engineering Analysis Methods for Hydraulic Shell Structures with Infill

2017 ◽  
Vol 265 ◽  
pp. 779-784
Author(s):  
N.Ya. Tsimbelman ◽  
T.I. Chernova ◽  
T.E. Shalaya
Keyword(s):  
Thin Shell ◽  
Design Theory ◽  
Engineering Students ◽  
Civil Engineering ◽  
State Of The Art ◽  
Shell Structures ◽  
Engineering Analysis ◽  
History Of Development ◽  
History Of ◽  
Theory Of Shells

The article examines the history of development and state-of-the-art of the design theory of structures of filled shells delivered in “Civil Engineering” specialist, MSc, and postgraduate engineering disciplines courses. The analysis of the engineering design methods based on the theory of shells propositions has been performed. Structural numerical model field of application expansion has been proved. The obtained parameters and proposed methods can be used in numerical simulations using finite element method to analyze and design the thin shell structures with soil infill. The propositions reflecting state-of-the-art of the design theory of the structures under consideration have been set; their place in the logic of delivering engineering disciplines taught to civil engineering students has been designated.

scholarly journals Advances in Structural Control in Civil Engineering in China

2010 ◽  
Vol 2010 ◽  
pp. 1-23 ◽  
Author(s):  
Hongnan Li ◽  
Linsheng Huo
Keyword(s):  
Active Control ◽  
Structural Control ◽  
Passive Control ◽  
Civil Engineering ◽  
State Of The Art ◽  
Semiactive Control ◽  
Engineering Structures ◽  
Future Directions ◽  
Control Techniques ◽  
Practical Engineering

In the recent years, much attention has been paid to the research and development of structural control techniques with particular emphasis on alleviation of wind and seismic responses of buildings and bridges in China. Structural control in civil engineering has been developed from the concept into a workable technology and applied into practical engineering structures. The aim of this paper is to review a state of the art of researches and applications of structural control in civil engineering in China. It includes the passive control, active control, hybrid controland semiactive control. Finally, the possible future directions of structural control in civil engineering in China are presented.

scholarly journals MULTI-CRITERIA DECISION MAKING IN CIVIL ENGINEERING: PART I – A STATE-OF-THE-ART SURVEY

2016 ◽  
Vol 7 (3) ◽  
pp. 103-113 ◽  
Author(s):  
Edmundas Kazimieras Zavadskas ◽  
Jurgita Antuchevičienė ◽  
Oleg Kapliński
Keyword(s):  
Decision Making ◽  
Core Collection ◽  
Web Of Science ◽  
Civil Engineering ◽  
State Of The Art ◽  
Multi Criteria Decision Making ◽  
Thomson Reuters ◽  
History Of

For several decades, multi-criteria decision-making (MCDM) methods have been in use to address issues particular to design, organisation and management of constructions. This article reviews the history of MCDM methods since their origins to current times. The academic database Thomson Reuters Web of Science Core Collection was used to overview publications that contain keyword “MCDM” and are included in Web of Science Category “Engineering Civil”. The analysis of publications was made according to their year, state, journals and used MCDM methods.

scholarly journals A State-of-the-Art Review on Suitability of Granite Dust as a Sustainable Additive for Geotechnical Applications

Crystals ◽  
2021 ◽  
Vol 11 (12) ◽  
pp. 1526
Author(s):  
Gudla Amulya ◽  
Arif Ali Baig Moghal ◽  
Abdullah Almajed
Keyword(s):  
Natural Resources ◽  
Civil Engineering ◽  
State Of The Art ◽  
Present Review ◽  
Interaction Mechanisms ◽  
Geotechnical Characteristics ◽  
By Products ◽  
Valuable Content ◽  
Different Soils

The increase in infrastructure requirement drives people to use all types of soils, including poor soils. These poor soils, which are weak at construction, must be improved using different techniques. The extinction of natural resources and the increase in cost of available materials require us to think of alternate resources. The usage of industry by-products and related methods for improving the properties of different soils has been studied for several years. Granite dust is an industrial by-product originating from the primary crushing of aggregates. The production of huge quantities of granite dust in the industry causes severe problems from the handling to the disposal stage. Accordingly, in the civil engineering field, the massive utilization of granite dust has been proposed for various applications to resolve these issues. In this context, the present review provides precise and valuable content on granite dust characterization, its effect as a stabilizer on the behavior of different soils, and its interaction mechanisms. The efficacy of the granite dust in replacing sand in concrete is explored followed by its ability to improve the geotechnical characteristics of clays of varying plasticity are explored. The review is even extended to study the effect of binary stabilization on clays with granite dust in the presence of calcium-based binders. The practical limitations encountered and its efficiency over other stabilizers are also assessed. This review is further extended to analyze the effect of the granite dust dosage for various field applications.

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