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Introduction Construction machinery for manufacturing and building-in materials, during the construction of various civil engineering objects, are subjected to different types of high loads, especially their working elements that come into direct contact with stone materials [1-3].
Smith, Stone: Building stone, rock fill and armor stone in construction – Engineering geology Special publication No. 1, Geological Society Publishing House, Tulsa, OK, US, 1999
Janjić, Fundamentals of geology and engineering geology – the first part, Faculty of Civil Engineering, Belgrade, 1964 [3] M.
Muravljov, Construction materials, Civil Engineering book, Belgrade, 2002
Tan, Assessment on Abrasiveness of Rock Material on the Wear and Tear of Drilling Tool, Electronic Journal of Geotechnical Engineering, 17/A (2012) 91-100

These accurate models are used in many applications of civil engineering structures like response prediction, damage detection and vibration control.
A typical way to establish a mathematical model for a civil structure or mechanical system is via the use of the finite element (FE) method.
In the field of civil engineering, beam-to-column connections play an important role in dynamic and stability analysis of frame structures, where FE models are usually not modeled with sufficient accuracy [2].
Bouhaddi, Evaluation of stiffness of semi-rigid joints in pultruded profiles from dynamic and static data by using model updating technique, Engineering Structures, 30 (2008) 1024-1036
,Wadia-Fascetti, S. and Santini, E.M., Parameter estimation incorporating modal data and boundary conditions, Journal of Structural Engineering, ASCE, 125(9) (1999) 1048-1055.

Diagnosis and Structural Assessment of the Assumption of the Virgin Mary Chapel in Prague (CZ) Francesco Monni1,a*, Enrico Quagliarini2,b, Riccardo di Nisio3,c and Andrea Benedetti3,d 1AHRTE Srl – Spin Off of Polytechnic University of Marche, DICEA - Dept. of Civil and Building Engineering and Architecture, Polytechnic University of Marche – 60131, Ancona, Italy. 2DICEA - Dept. of Civil and Building Engineering and Architecture, Polytechnic University of Marche – 60131, Ancona, Italy 3Benedetti & Partners Structural Engineering, Via T.
Bicci (Benedetti & Partners Structural Engineering).
Lenci, Cultural heritage and earthquake: the case study of “Santa Maria Della Carità” in Ascoli Piceno, The Open Civil Engineering Journal, 11 (2017), pp. 1079-1105
Clementi, Dry masonry strenghtening through basalt fibre ropes: experimental results against out-of-plane actions, Key Engineering Materials 624 (2015), pp. 584-594
Clementi, Uses and limits of the equivalent frame model on existing unreinforced masonry buildings for assessing their seismic risk: a review, Journal of Building Engineering 10 (2017), pp. 166-182.

Comparison of Two Methods on Population Prediction in Small Town Planning Fengxia Gu 1,2,a and Wenbao Liu 3,b 1 Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation (Shandong University of Science and Technology) 2 College of Civil Engineering and Architecture, Shandong University of Science and Technology (SUST), Qingdao, Shandong,China 266510 3College of Geomatics, SUST, Qingdao, Shandong, China 266510 agufx@yahoo.cn, bliu_wenbao@yahoo.com Key words: small town planning; population prediction; integrated growth rate; regression analysis Abstract: accurate population prediction has fundamental importance in small town planning.

Research on Reasonable Method of Determining Toll Rate for Toll-by-weight Expressway Lianyu Wei 1,a, Yan Liu 1,b, Shibin Ma1,c 1 School of Civil Engineering, HeBei University of Technology, TianJin,300401,China awly57@126.com, b429085949@qq.com，cMAROTOLO@126.com Keywords: Expressway; Toll-by-weight; reasonable; method Abstract: The expressway occupies an important position in the highway network for its many feathers such as having large capacity, being fast and safe and so on, playing the role as the backbone of transport.
Acknowledgements The writers acknowledge the assistance of Civil Engineering Technology Research Center of Hebei Province, the HeBei University of Technology, and the financial support of the Communications Department of Hebei Province by the project of No R-2010105.

Research on the main mechanical capability of steel fibers concrete of deck pavement Ling Zhang 1, a, Zhiqiang Shi 2,b 1School of Civil and Architectural Engineering, Anyang Institute of Technology, Anyang, Henan, China, 455000 2School of Civil and Architectural Engineering, Anyang Institute of Technology, Anyang, Henan, China, 455000 ajgxzhl@163.com, bszq5339389@126.com Keywords: steel fibers concrete, volume rate, mechanical capability, mixture ratio.

Study on statistical analysis in the characteristics of frequency changes of typhoon landed in China Yixin Wang 1;2,a, Ximin Yuan 1,b, Min Yang 1,c 1School of Civil Engineering, Tianjin University, Tianjin, 300072, China 2School of civil engineering, Henan Polytechnic University, Jiaozuo, Henan, 454000, China awyx@hpu.edu.cn, byuanxm-bj@vip.sina.com, cminyang2000@163.com Keywords: Typhoon Landed, Typhoon Frequency, Statistical Analysis Abstract.

Test of Bond Properties of CFRP with Steel Plate Xiaoke Li a, Guangping Hua b and Zhihao Wangc School of Civil Engineering and Communication, North China University of Water Resources and Electric Power, Zhengzhou 450011, China alixk@ncwu.edu.cn, bhuaguangping@163.com, cwzh916@163.com Keywords: CFRP adhesive properties; CFRP glue; epoxy resin glue; steel-adhesive glue.
Liu, A study on the adhesive shear performance of steel plates bonded by carbon fiber reinforced polymer, China Civil Engineering Journal, 10 (2006) 60-67

Anti- permeability and resistance carbonization test study high performance concrete with high content of fly ash Xiao-Yan Guo 1,a , Run-Xia Hao 2,b 1,2 school of Architecture and Civil Engineering, Inner Mongolia University of Science and Technology , Baotou, China, 014010 a 13384858080@163.com b haorx5300630@163.com Keywords: anti-penetrability performance; fly ash; high performance concrete; carbonation Abstract: Anti-penetrability performance test and carbonization test of high performance concrete with high volume fly ash were done and were compared with normal concrete.
[6] MOHAMED O A.Journal of Material in Civil Engineering, Vol,12(2000).

Mineral lightweight renders of modified composition for final facade surface treatment Tomáš Melichar1,a and Jiří Bydžovský2,b 1Brno University of Technology, Faculty of Civil Engineering, Institute of technology of building materials and components, Veveří 331/95, 602 00 Brno, Czech Republic 2Brno University of Technology, Faculty of Civil Engineering, Institute of technology of building materials and components, Veveří 331/95, 602 00 Brno, Czech Republic amelichar.t@fce.vutbr.cz, bbydzovsky.j@fce.vutbr.cz Keywords: Render, lightweight, alternative material, mineral, modification.