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Bridge Modelling and Structural Analysis in BIM Jelena Bleiziffer1,a *and Marta Miloš2,b 1University of Zagreb, Faculty of Civil Engineering, fra Andrije Kačića-Miošića 26, 10000 Zagreb, Croatia 2Inženjerski projektni zavod d.d., Prilaz baruna Filipovića 21, 10000 Zagreb, Croatia ajelena.bleiziffer@grad.unizg.hr, bmarta.milos@ipz.hr Keywords: Bridge, BIM, Modelling, Physical Model, Analytical Model.
BIM has become a legal requirement in certain types of buildings and engineering structures in certain countries.
Croatian Chamber of Civil Engineers (the institution that has licensed professional civil engineers as members) has issued two guidelines – General Guidelines for BIM approach in construction in 2017 [19] and Guidelines for BIM approach in infrastructure projects in 2021 [20], and has established a dedicated BIM committee [21].
In that sense it is essential for a model to be done by bridge engineers who can appreciate these nuances and appropriately interpret structural behaviour.
guid=Revit_API_Revit_API_Developers_Guide_Discipline_Specific_Functionality_Structural_Engineering_Analytical_Model_html, accessed 27 June 2024

D’Annunzio”, viale Pindaro 42, 65127 Pescara, Italy 2 Cracow University of Technology, Warszawska 24, 31-155 Cracow, Poland 3 Slovenian National Building and Civil Engineering Institute, Ljubljana, Slovenia aa.viskovic@unich.it, bl.zuccarino@unich.it, bakwiecie@pk.edu.pl, cbz@limba.wil.pk.edu.pl, dmatija.gams@zag.si Keywords: masonry infills, seismic damage, retrofitting method, polymer PM Abstract.
Key Engineering Materials Vol. 466, ISSN 1662-9795, pp. 225-239, (2011)
Archives of Civil and Mechanical Engineering 12 (2) 2012, Elsevier, ISSN 1644-9665, pp. 228–239, (2012)
Zając, Numerical analysis of cracked masonry building excited by an earthquake after repair using polymer flexible joint, Monografia nr 482 Recent advances in civil engineering: structural mechanics (Ed.
Key Engineering Materials (KEM) 624, DOI: 10.4028/www.scientific.net/KEM, pp. 214-221, (2015) [11] A.

Experimental Study of Engineering Behaviors on Improved Expansive Soils in the Xinqiao Airport Runway of Hefei WANG Ming-wua, GE Kangb, ZHU Da-rongc School of Civil Engineering, Hefei University of Technology, Hefei 230009, China ageotechnics@foxmail.com, b gekang@126.com, czhudymeng@163.com Keywords: expansive soils; improved expansive soils with lime; soil response modulus; field immersion test; runway; foundation treatment Abstract.
The main results are presented as follow. 1) The expansive soils in the engineering area behave low and medium potential swell.
Li: Chinese Journal of Geotechnical Engineering Vol. 25 (2003), p. 754 [3] M.
Yuan: Journal of Geotechnical and Geoenvironmental Engineering Vol. 136 (2010), p. 119 [5] M.J.
Kleeman: Journal of Structure Engineering Vol. 128 (2002), p.1154

Dynamic Response of A Steel Bridge under Earthquake Action in Liugong Island of Weihai JIAO Xingzia and SHAO Yongbob School of Civil Engineering, Yantai University, Yantai, PR China aemail: jiaoxingzi126@126.com, bemail: cybshao@ytu.edu.cn Keywords: Steel bridge; dynamic analyses; seismic wave; finite element method Abstract.
Dicleli: Engineering Structures Vol. 24 (2002), p. 1409
Usami: Engineering Structures Vol. 26 (2004), p. 1957
Cofer: Engineering Structures Vol. 30 (2008), p. 1335
Acevedo: Journal of Earthquake Engineering, Vol.8 (2004), p. 43

Technology research on the subsidence control of abutment back under seismic liquefaction conditions Lijie MA1,2, a, Jinyu ZHANG1,2, b, Yuliang Wang 1,2, c, 1 School of Civil Engineering, Hebei United University, No.46 Xinhua West Road,Tangshan 063009, China 2 Earthquake engineering research center of Hebei Province, No.46 Xinhua West Road, Tangshan 063009, China amalijie424@163.com, btszjy@126.com,cfoxib@163.com Keywords: Bridge Abutment; Earthquake Liquefaction; settlement control Abstract.
References: [1] Niu Qi Ying, Guo Ying, Wu Yongjuan.Variation explore of hole pressure ratio of gravel pile reinforced different density liquefied soil [J].Engineering Mechanics,2010,27(1) [2] Niu Qi Ying, Zhang Ming, Yang Qing Tao.
Engineering and Retrofitting, 2009,31 (6) [3]Yang Qing Tao, Wei Jianwei, cattle, Qi Ying.
The research of gravel pile composite foundation of anti-liquefaction [C]. 16th National Structural Engineering Conference Proceedings (II), 2007 [4] Niu Qi Ying, Xu Zengjie.
Engineering mechanics,2009,26(1)

Critical Seismic Response Analysis Of Skew Bridges Mingqi Lu1,a and Shaoqin Guo 1,b 1School of Civil Engineering, Beijing Jiaotong University, Beijing, China amqlu@bjtu.edu.cn, b11121164@bjtu.edu.cn Keywords: skew bridge ; critical seismic response; nonlinear analysis; combination rules.
But for the skew bridges, there are not main directions, one of the important parameters that a engineer has to consider in the seismic analysis of a skew bridge is the direction of the applied earthquake forces[3].
Nonlinear Finite-Element Model Taking the typical skew bridge Tang Zi He Bridge as engineering background, established nonlinear finite-element model in different span and skew angle.
Journal of Bridge Engineering, Vol. 16, No. 6, November 1, 2011
Journal of Bridge Engineering, Vol. 11, No. 1, January 1, 2006.

Optimization design for steel structure residence based on the sequential quadratic programming method Xishuang Wu a, Tielin Liub, Wenbo Chenc School of Civil Engineering, Shenyang Jianzhu University, Liaoning, Shenyang 110168, China a360238393@qq.com, bliu_tielin@yahoo.com.cn, cchenwenbosyjz @163.com Keywords: steel structure residence, optimization design, H-section steel beam, steel consumption Abstract.
Design quality and design optimization will directly affect engineering cost [4].
Optimization design Engineering situation of multi-storey steel structure residence.
Considering the modulus constraints in the actual engineering, we should further adjust the optimization results.
Structural Engineers Vol. 20 (2006), p. 1, in Chinese

Unable to Detect Burial Defective Rubber Sheet in Digital Image Correlation Method Dongchang Li 1, a, Huang Chao 1, b and Qu Jia 1, c 1Aerospace and Civil Engineering College, Harbin Engineering University, Harbin, 150001, China alidongchang@hrbeu.edu.cn, bhuangchao.113@163.com, cqujia@hrbeu.edu.cn Key words: rubber; digital image correlation; strain concentration; burial defect ABSTRACT: Rubber material is non-linear, hyper-elastic and incompressible.
Introduction The extending application of large-deformation materials, such as rubber-like materials and soft tissues, in engineering, makes it important to maintain the reliability and the stability of these materials.
Theory form is deduced in simple tensile force-elongation curve [4]: (2) Where is the value of engineering stress, when elongation is.
Acknowledgement This paper is funded by the International Exchange Program of Harbin Engineering University for Innovation-oriented Talents Cultivation.
Procedia Engineering 10 (2011), p. 3369–3374 [3] E.

In situ test methods in Bachu-Jiashi earthquake liquefied evaluation Zhaoyan Li1, a, Yurun Li 2,3,b, Longwei Chen1,c 1Institute of Engineering Mechanics, China Earthquake Administration, Heilongjiang, Harbin 150080, China 2 College of Civil Engineering, Hebei University of Technology, Tianjin 300401 3 Technology Research Center of Hebei Province, Tianjin, 300401 ahkjlizhaoyan@163.com, b iemlyr7888@163.com, cchenlongwei83@126.com Keywords: CPT; SPT; soil liquefaction; evaluation Abstract: The serious soil liquefaction phenomenon in Bachu-Jiashi earthquake on 24th February, 2003, which is the most prominent phenomena of sand liquefaction since the Tangshan Great Earthquake in 1976.
Acknowledgements This research is jointly supported by National Natural Science Foundation of China under Grant No. 90715017 and International Corporation Project of Science and Technology Administration of China under Grant No.2009DFA71720, Specific Item of Fundamental Scientific Research in Institute of Engineering Mechanics under grant No. 2011B07, National Natural Science Foundation of Youth Fund No. 51008110.
References [1] Li Zhaoyan, Yuan Xiaoming, Cao Zhenzhong, et al: World earthquake engineering, Vol. 26(suppl.) (2010), p. 282.
Army Corps of Engineers. (1994） [5] The National Standards Compilation Group of People's Republic of China.Beijing: China Architecture and Building Press (2001).
(In Chinese) [6] Cai Guojun, Liu Songyu, Tong Liyuan, Du Guangyin, et al: Chinese Journal of Rock Mechanics and Engineering.

Lin1,f 1 Laboratory of Fiber Application and Manufacturing, Graduated Institute of Textile Engineering, Feng Chia University, Taichung 407, Taiwan, R.O.C. 2 Department of Land Management, Graduated Institute of Textile Engineering, Feng Chia University, Taichung 407, Taiwan, R.O.C. 3 Center for General Education/ Institute of Biomedical Engineering and Material Science, Central Taiwan University of Science and Technology, Taichung 406, Taiwan, R.O.C. 4 Department of Textile Engineering, Chinese Culture University, Taipei 111, Taiwan, R.O.C. 5 Laboratory of Fiber Application and Manufacturing, Department of Fiber and Composite Materials, Feng Chia University, Taichung 407, Taiwan, R.O.C.
Geotextiles are woven or nonwoven structures,widely used in civil engineering applications and are a core member of geosynthetic.
Experimental PET Stable Faber Experimental Devise Comb cotton engineering PP Selvage Wastes Pave PP Selvage Wastes Needle Punching Temperature of Thermal bonding PET/ PP Mechanical Properties test Tensile Test Laceration Test Best Mechanical Properties Compound Fabric PET nonwoven Figure 1.