Email this article 
The concept of development of computer aided design programs for bridges or other engineering structures according to the specified criterion of optimality
- Authors: Salamakhin P.M.1, Chasovnikov A.D.2
-
Affiliations:
- Moscow Automobile and Road Construction State Technical University (MADI)
- Research Institute of Bridges and Hydraulic Engineering Structures
- Issue: Vol 15, No 5 (2019)
- Pages: 345-352
- Section: Analysis and design of building structures
- URL: https://journals.rudn.ru/structural-mechanics/article/view/22357
- DOI: https://doi.org/10.22363/1815-5235-2019-15-5-345-352
Cite item
Full Text
Abstract
In article on the basis of generalization of experience of creating in the period from 1997 to 2015 computer-aided design of various bridge structures by fifteen graduate students of the Department of Bridges and Transport Tunnels MADI (GTU) under the leadership of Doctor of Technical Sciences, Professor P.M. Salamakhin the authors proposed the concept of the development of the structure of standard programs of computer-aided design of bridge or other engineering structures according to the given optimality criterion. Given in the most general form of the complete block diagram of such programs with the detailed disclosure of the indicator of simultaneous execution of a set of requirements in all elements of the structure dependent scale in the sequential approach the minimum possible values, and also demonstrates how to determine the combination of values of all independent parameters of structures that provide the design of facilities according to the given optimality criterion. When working on the article, some provisions of earlier studies and the state of development of automation of design of bridge structures abroad are taken into account. The authors proceed from the fact that the proposed concept of development of computer-aided design of bridge and other engineering structures according to the specified criterion of optimality can and should be used as a model in the development of computer-aided design of structures with various generalized design schemes.
About the authors
Pavel M. Salamakhin
Moscow Automobile and Road Construction State Technical University (MADI)
Author for correspondence.
Email: pavel-salamahin@mail.ru
SPIN-code: 2596-3649
leading researcher, Doctor of Technical Sciences, Professor, member of the Russian Academy of Transport
64 Leningradsky prospect, Moscow, 125319, Russian FederationAnton D. Chasovnikov
Research Institute of Bridges and Hydraulic Engineering Structures
Email: pavel-salamahin@mail.ru
lead engineer of Bridge Inspection and Testing Department
2 Igarskii proezd, bldg. 1, Moscow, 129329, Russian FederationReferences
- Liyanagama. Dzhanaka. (1990). Razrabotka i obosnovanie rekomendacij po konstruktivnym resheniyam opor avtodorozhnyh mostov dlya uslovij Respubliki Shri-Lanka [Development and justification of recommendations on structural solutions of road bridge supports for the conditions of the Republic of Sri Lanka] (Thesis of Candidate of Technical Sciences). (In Russ.)
- Le Thu Hyong. (1999). Optimizaciya parametrov proletnyh stroenij visyachih mostov pri ih proektirovanii s primeneniem PK [Optimization of parameters of span structures of suspension bridges in their design with the use of PC] (Thesis of Candidate of Technical Sciences). (In Russ.)
- Novodzinskij A.L. (2001). Sovershenstvovanie metodiki avtomatizirovannogo proektirovaniya ortotropnyh plit proezzhej chasti avtodorozhnyh mostov [Improved methods of computer-aided design of orthotropic plates roadway of highway bridges] (Thesis of Candidate of Technical Sciences). (In Russ.)
- Auet Luis. (2002). Obosnovanie konstruktivnyh form i sposobov stroitel'stva avtodorozhnyh mostov v usloviyah Respubliki Kongo [Justification of structural forms and methods of construction of road bridges in the Republic of the Congo] (Thesis of Candidate of Technical Sciences). (In Russ.)
- Fan Pin'. (2004). Optimizaciya gibkosti szhatyh elementov mostovyh konstrukcij [Optimization of flexibility of compressed elements of bridge structures] (Thesis of Candidate of Technical Sciences). (In Russ.)
- Alizade Shahram Hoe. (2003). Optimizaciya parametrov dvuhpilonnyh metallicheskih vantovyh mostov pri ih avtomatizirovannom proektirovanii s primeneniem PK [Optimization of parameters of double-pylon metal cablestayed bridges at their computer-aided design with the use of PC] (Thesis of Candidate of Technical Sciences). (In Russ.)
- Nguen Nam Ha. (2006). Avtomatizaciya proektirovaniya i optimizaciya stalezhelezobetonnyh proletnyh stroenij avtodorozhnyh mostov [Design automation and optimization of steel-reinforced concrete spans of road bridges] (Thesis of Candidate of Technical Sciences). (In Russ.)
- Nguen Thak Kuang. (2007). Sovershenstvovanie programmy avtomatizirovannogo proektirovaniya dvuhpilonnyh metallicheskih vantovyh mostov [Improvement of the program of computer-aided design of double-pylon metal cable-stayed bridges] (Thesis of Candidate of Technical Sciences). (In Russ.)
- Salamahin P.M., Le Van Manh. (2010). The generalized constructive form of two-pylon cable-stayed composite bridges and the flow-chart of program of their design optimization. Stroitel'naya mekhanika inzhenernykh konstruktsii i sooruzhenii [Structural Mechanics of Engineering Constructions and Buildings], (2), 60–65. URL: http://journals.rudn.ru/ structural-mechanics/article/view/10894. (In Russ.)
- Salamahin P.M., Tran Thai Minh. (2010). The generalized constructive form of three-span steel suspension bridges and the flow chart of the program of their design optimization. Stroitel'naya mekhanika inzhenernykh konstruktsii i sooruzhenii [Structural Mechanics of Engineering Constructions and Buildings], (2), 65–71. URL: http:// journals.rudn.ru/structural-mechanics/article/view/10895. (In Russ.)
- Nguen Man' Thyong. (2011). Avtomatizirovannoe proektirovanie nerazreznyh metallicheskih proletnyh stroenij avtodorozhnyh mostov s ortotropnoj plitoj proezzhej chasti [Computer-aided design of continuous metal spans of road bridges with orthotropic plate of the roadway] (Thesis of Candidate of Technical Sciences). (In Russ.)
- Zyont The An'. (2011). Avtomatizirovannoe proektirovanie razreznyh zhelezobetonnyh proletnyh stroenij s napryagaemoj armaturoj [Computer-aided design of single-span reinforced concrete superstructures with tensioned reinforcement] (Thesis of Candidate of Technical Sciences). (In Russ.)
- Le Man' Han. (2011). Avtomatizirovannoe proektirovanie razreznyh zhelezobetonnyh proletnyh stroenij s nenapryagaemoj armaturoj [Computer-aided design of single-span reinforced concrete superstructures with nonstressed reinforcement] (Thesis of Candidate of Technical Sciences). (In Russ.)
- Zajyar Min' Shve. (2013). Obosnovanie racional'nyh parametrov stalezhelezobetonnyh dvuhpilonnyh vantovyh mostov s vantami po scheme “veer” [Justification of rational parameters of steel-reinforced concrete doublepylon cable-stayed bridges with “fan” cables] (Thesis of Candidate of Technical Sciences). (In Russ.)
- Reshetnikov I.V. (2015). Obosnovanie racional'nyh konstruktivno-tekhnologicheskih reshenij derevometallozhelezobetonnyh proletnyh stroenij avtodorozhnyh mostov [Substantiation of rational constructive and technological solutions of wood-metal-concrete spans of road bridges] (Thesis of Candidate of Technical Sciences). (In Russ.)
- Nguen Man' Thyong. (2011). Optimizaciya parametrov nerazreznyh metallicheskih proletnyh stroenij avtodorozhnyh mostov s ortotropnoj plitoj proezzhej chasti [Optimization of parameters of continuous metal spans of road bridges with orthotropic plate of the roadway]. Vestnik MADI, 3(26), 87–90. (In Russ.)
- Nguen Man' Thyong. (2011). Osnovy programmy avtomatizirovannogo proektirovaniya nerazreznyh metallicheskih proletnyh stroenij avtodorozhnyh mostov s ortotropnoj plitoj proezzhej chasti [Fundamentals of the software for of computer-aided design of continuous metal spans of road bridges with orthotropic plate of the roadway]. Engineering Systems – 2011: Tezisy dokladov (pp. 84–85). Moscow. (In Russ.)
- Nguen Man' Thyong. (2010). Obobshchennaya konstruktivnaya forma nerazreznyh metallicheskih proletnyh stroenij avtodorozhnyh mostov s ortotropnoj plitoj proezzhej chasti i blok-skhema programmy avtomatizacii ih proektirovaniya [Generalized structural form of continuous metal spans of road bridges with orthotropic plate projections of flowchart elements and design programs]. Issledovaniya mostovyh i tonnel'nyh sooruzhenij: sb. nauch. tr. (pp. 62–66). Moscow: MADI Publ. (In Russ.)
- Thyong Nguen Man'. (2011). Optimizaciya parametrov korobchatyh metallicheskih proletnyh stroenij [Optimization of box-shaped metal span parameters]. Nauka i tekhnika v dorozhnoj otrasli [Science and Engineering for Highways], (3), 32–33. (In Russ.)
- Salamakhin P.M. (2011). Proektirovanie mostovyh i stroitel'nyh konstrukcij [Design of bridges and building constructions] (pp. 343–357). Moscow: KnoRus Publ. (In Russ.)
- Salamakhin P.M. (2003). Avtomatizirovannoe proektirovanie metallicheskih dvuhpilonnyh vantovyh mostov [Automated designing two-pylon metal cable-stayed bridges]. Transportnoe stroitel'stvo [Transport construction], (10), 15–19 (In Russ.)
- Salamakhin P.M. (2004). Problemy i koncepciya avtomatizacii proektirovaniya i optimizacii konstrukcii mostov [Problems and concept of automation of design and optimization of bridges]. Transportnoe stroitel'stvo [Transport construction], (4), 20–23. (In Russ.)
- Salamakhin P.M. (1977). Metod obobshcheniya zakonomernostej vesa nesushchih konstrukcij [Method of generalization of weight regularities of load-bearing structures]. Moscow. (In Russ.)
- Salamakhin P.M., Reshetnikov I.V. (2014). K vyboru racional'nyh konstruktivnyh form derevometallozhelezobetonnyh proletnyh stroenij avtodorozhnyh mostov [Choice of rational forms of road bridge woodsteelconcrete spans]. Nauka i tekhnika v dorozhnoj otrasli [Science and Engineering for Highways], (3), 45–48. (In Russ.)
- Kleveko V.I., Moiseeva O.V., Novodzinskij A.L. (2017). Vybor optimal'nogo grunta zasypki podzemnogo peshekhodnogo perekhoda iz metallicheskih gofrirovannyh konstrukcij [Selecting an optimal backfilling for underground pedestrian crossings from corrugated metal structures]. Vestnik PNIPU. Stroitel'stvo i arhitektura [PNRPU Construction and Architecture Bulletin], 8(1), 102–114. (In Russ.)
- Baldomir A., Hernandez S., Nieto F., Jurado J.A. (2010). Cable optimization of a long span cable stayed bridge in La Coruña (Spain). Advances in Structural Optimization, 41(7–8), 931–938. https://www.sciencedirect.com/science/ article/abs/pii/S0965997810000517
- Ashraf El Damatty, Olfat Sarhang Zadeh. (2012). Comparison between three types of cable-stayed bridges using structural optimization. University of Western Ontario, Canada.
- Faella C., Martinell E., Nigro E. (2002). Steel and concrete composite beams with flexible shear connection: “exact” analytical expression of the stiffness matrix and application. Computer & Struct., 80(11), 1001–1009. doi: 10.1016/S0045-7949(02)00038-X
- Reddy J.N. (1991). An introduction to the finite element method. McGrow Hill, International Edition.
- Simes L.M.C., Negro J.H.J.O. (2000). Optimization of cable-stayed bridges with box-gridger decks. Advances in Engineering Software, 31(6), 417–423. doi: 10.1016/0965-9978(00)00003-X
- Manabu Ito, Yozo Fujino, Toshio Miyata, Nobuyuki Narita. (1991). Cable-stayed bridges recent developments and their future. Amsterdam – London – New York – Tokyo.
- Podolny W., Scalzi J.B. (1986). Construction and design of cable-satyed bridges. New York.
- Tao Zhang, Zhi Min Wu. (2011). Dead load analysis of cable stayed bridges. International Conference on Intelligent Building and Management, 270–274.
- Yu Chi Sung, Dyi Wei Chang, Eng Huat Teo. (2006). Optimum post tensioning cable forces of Mau-Lo Hsi cable-stayed bridges. Engineering Structures, 28(10), 1407–1417.
