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Laboratory tests of reinforced concrete and concrete beams by means of OMA have been conducted in the Concrete Structures Division at the Faculty of Civil Engineering of Wroclaw University of Technology for several years now.
The method described in this paper also finds wide application in the in-situ testing of real civil engineering structures [10].
Schabowicz, State-of-the-art non-destructive methods for diagnostic testing of building structures – anticipated development trends, Archives of Civil and Mechanical Engineering 10 (3) (2010) 5-18
Schabowicz, Modern acoustic techniques for testing concrete structures accessible from one side only, Archives of Civil and Mechanical Engineering 15 (4) (2015) 1149-1159
Static and dynamic stiffness of reinforced concrete beams, Archives of Civil and Mechanical Engineering 12 (2) (2012) 186-191

Modeling of Strengthening of Masonry Pillars with Carbon Fabric Jiri Brozovsky1, a *, Marek Jasek1,b and Marketa Maluchova1,c 1VSB-TUO, Faculty of Civil Engineering, L.
Mikolasek, Numerical Modeling and Experimental Investigation of Masonry Columns, in Proceedings of the Fourteenth International Conference on Civil, Structural and Environmental Engineering Computing, Civil-Comp Press, Stirlingshire, United Kingdom, paper 65, (2013)
Civil Engineering Serie. 12/2 (2012), 167-174 [5] D.
Sucharda, Numerical Modelling of timber-concrete bonding roof structure (in Czech), Civil Engineering journal, 1/2012 (2012).
Topping, (Editor), Civil-Comp Press, Stirlingshire, United Kingdom, paper 117, (2012)

An Egg Shaped Failure Criterion for Lightweight Aggregate Concrete Wanzhen Wang1, a, Yuanjiang Chen2, b and Feiyi Chen 1,c 1Faculty of Architectural, Civil Engineering and Environment, Ningbo University, 315211, P.
China 2School of Civil Engineering, Lanzhou University of Technology, 730050, P.
Salipo: Material constitutive model in civil engineering.
Wang: submitted to China Civil Engineering Journal (1991) (In Chinese) [3] Y.
Song: submitted to China Civil Engineering Journal (2005) (In Chinese)

Calculation method of surrounding rock pressure for shallow and unsymmetrical tunnel under deep valley terrain Zhe Bai1,2,a, Shunchuan Wu1,b 1 School of Civil and Environment Engineering, University of Science and Technology Beijing, Beijing, 100083, China 2 Department of Civil Engineering, Henan University of Urban Construction, Pingdingshan, Henan, 467044, China abzoey@163.com, bwushunchuan@163.com Keywords: shallow and unsymmetrical tunnel; deep valley terrain; critical edge width; surrounding rock pressure.
(18) (19) Analysis of engineering example Engineering situation.
Yang: Engineering Mechanics.
Deng: China Civil Engineering Journal.
Huang: Journal of Civil, Architectural & Environmental Engineering.

Damping Induced from the Interaction between a Vibrating Cantilever and Its Surroundings Chern-Hwa Chen1,a, Yuh-Yi Lin2,b, Yun-Che Wang3,c, Wen-Ling Huang4,d and Neng-Lang Shih 5,e 1 Department of Civil and Environmental Engineering, National University of Kaohsiung, Kaohsiung, Taiwan (Corresponding author) 2 Department of Civil Engineering, Tamkang University, Taipei, Taiwan 3 Department of Civil Engineering, National Cheng Kung University, Tainan, Taiwan 4 Department of Civil Engineering and Institute of Civil Engineering Technology, National Kaohsiung University of Applied Sciences, Kaohsiung, Taiwan 5 Department of Life Sciences, National University of Kaohsiung, Kaohsiung, Taiwan a chchen@nuk.edu.tw, b yyl@mail.tku.edu.tw, c yunche@mail.ncku.edu.tw, d wlh@kuas.edu.tw, e shihnl@nuk.edu.tw Keywords: Cantilever beam, Damping, Fluid-structure interaction Abstract.

Study on Dynamic Responses of Human-Structure Interaction System Yihe Wanga and Na Yangb School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China awyhat2004@163.com, bnyang@bjtu.edu.cn Keywords: structural engineering; human-structure system; characteristics; walking loads; dynamic response.
Tallin, Structural serviceability: floor vibrations, Journal of structural engineering, 2 (1984) 401-418
Surteees, Crowd-related failure of bridges, Civil Engineering, Proceedings of ICE, 156 (2003) 116-123
Flint, et al, The London millennium footbridge, The Structural Engineer, 22 (2001) 17-23
Ji, Human-structure interaction in vertical vibrations, Proceedings of the Institution of Civil Engineers-Structures and Buildings, 122 (2010) 1-9

Effect of Electric Field on Cation Migration and Electrode Reactions of Mortar with Different W/C Ratios Chih-Chien Liu 1, a, Wen-Ten Kuo 2, b and Shu-Wang Hsu 3, c 1 Department of Civil Engineering, R.O.C.
Military Acadamy, Fengshan 830, Taiwan, R.O.C. 2 Department of Civil Engineering, National Kaohsiung University of Applied Sciences, Kaohsiung 807, Taiwan, R.O.C. 3 Department of Civil Engineering, Chung Yuon Christian University, ChungLi 320, Taiwan, R.O.C.
Thesis, Department of Civil Engineering, National Central University, Taiwan, (2003).
Dissertation, Department of Civil Engineering, National Central University, ChungLi, Taiwan, (2010).
Wu: Accelerate Lithium Migration Technique on the rebar and the bond strength between rebar and concrete,investigate accelerate Lithium Migration Technique engineering application, Master thesis, Department of Civil Engineering, National Central University, Taiwan, 2010.

Institution of Civil Engineers, 1961, 19(2): 449-472
Journal of Engineering Mechanics, 1996, 122(7):716-725
China Civil Engineering Journal. 1995, 28(3): 3-8 (in Chinese)
China Civil Engineering Journal, 2002.35(1): 28-34(in Chinese)
Journal of Engineering Mechanics, 2000, 126(1):17-26

Engineering of nature management. 3(13) (2019). 102–109
Ann Civil Environ Eng. 2 (2018). 006-015
Engineering Geology. 97. 3–4 (2008). 97–111
International Journal of Geosynthetics and Ground Engineering. 1(3) (2015). 24 s
European Journal of Environmental and Civil Engineering. 2018

Concept and Practice of Landscape Planning and Designing on Ancillary buildings in Kizil Reservoir in Kuqa, Xinjiang Yingjie Chen1,a ,Xianghong Hu1,a , Xinli Xia2,b, Junjing Mu3,c Heng Zhao 4,d (1College of hyaulic and civil engineering of Xinjiang Agricultural University, Urumqi, 830052; 2Administration Bureau of Kizil Reservoir, Kuqa, 842313; 3College of forest and horticulture of Xinjiang Agricultural University, Urumqi, 830052; 4College of science and technology Xinjiang Agricultural University, Urumqi, 830052) acyj1266@sina.com; bXXL8932001@163.com; cmujunjing@163.com; dzhzzy1000@126.com Keywords: Kizil reservoir in Kuqa in Xinjiang province; Landscape design; landscape composition Abstract: Landscape design of reservoir buildings is an important part modern hydraulic engineering.
In the present paper, engineering characteristics of Kizil reservoir, combined with specific human geography environment was comprehensively analyzed based on principles of landscape.
Xinjiang Water Conservancy and Hydropower Engineering Key subjects Grant.
About the author: Yingjie Chen (1979- ),male, doctor, graduated from College of hydraulic and civil engineering of Xinjiang Agricultural University, Engaged mainly in teaching and researching in the field of ecological landscape planning and design.
E-mail: cyj1266@sina.com About the communication author: Xianghong Hu (1957-), male, Professor, doctoral supervisor, graduated from the Architecture Department of Tongji University, Vice president of College of Hydraulic and Civil Engineering of Xinjiang Agricultural University, Engaged mainly in teaching and researching in the field of ecological landscape planning and design.