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Mazhoud2,e 1University of Rennes, Laboratory of Civil Engineering and Mechanical Engineering (LGCGM) 2Université Gustave Eiffel – Département Matériaux et Structure – Equipe Matériaux pour l’Infrastructures de Transport a,*Corresponding author: sana.khaled@univ-rennes1.fr, bmarjorie.bart@univ-rennes1.fr, csophie.moissette@univ-rennes1.fr, dflorence.collet@univ-rennes1.fr, esylvie.pretot@univ-rennes1.fr, fbrahim.mazhoud@ifsttar.fr Keywords: Hemp-Earth material; Transient hygrothermal modelling; MBV test; Hysteresis model; WUFI® Pro; TMC code; parameter adjustments.
Academic Journal of Civil Engineering 33, 547–554. https://doi.org/10.26168/icbbm2015.85 [4] Busser, T., Berger, J., Piot, A., Pailha, M., Woloszyn, M., 2018.
Applied Thermal Engineering 31, 1050–1057. https://doi.org/10.1016/j.applthermaleng.2010.11.030 [15] Kwiatkowski, J., Woloszyn, M., Roux, J.
Biosystems Engineering 122, 31–41. https://doi.org/10.1016/j.biosystemseng.2014.03.001 [24] Van Genuchten, M., 1980.
Applied Thermal Engineering 124, 337–345. https://doi.org/10.1016/j.applthermaleng. 2017.05.173

Investigation of Strength Concrete Materials Using Pozzolanic Additives Andi Yusra1,a*, Muttaqin Hasan2,b, Teuku Budi Aulia3,c and Fachruddin Fachruddin4,d 1,4Departmen Civil Engineering, Teuku Umar University, Meulaboh, Indonesia 2,3Departmen Civil Engineering, Syiah Kuala University, Banda Aceh, Indonesia a,*andiyusra@utu.ac.id, bmuttaqin@usk.ac.id, caulia@usk.ac.id, dfachruddia@utu.ac.id Keywords: Strength, Concrete Materials, Stress-Strain Behavior, Pozzolan.
Ibrahim, “Strength and permeability properties of concrete containing rice husk ash with different grinding time,” Open Engineering, vol. 1, no. 1, pp. 103–112, 2011
Zaman et al., “Effect of particle size and temperature on pyrolysis of palm kernel shell,” International Journal of Engineering and Technology (UAE), vol. 7, no. 4, pp. 118–124, 2018
Noor, “A durable concrete mix design approach using combined aggregate gradation bands and rice husk ash based blended cement,” Journal of Building Engineering, vol. 30, p. 101303, 2020
Vitola, “Effect of Pozzolanic Additives on the Strength Development of High-Performance Concrete,” Procedia Engineering, vol. 172, pp. 202–210, 2017, doi: 10.1016/j.proeng.2017.02.050.

Sensor Performance Assessment Based on a Physical Model and Impedance Measurements Inka Buethe1, a, Claus-Peter Fritzen1,b 1University of Siegen, Institute of Mechanics and Control Engineering – Mechatronics, Paul-Bonatz-Strasse 9-11, 57076 Siegen, Germany ainka.buethe@uni-siegen.de, bclaus-peter.fritzen@uni-siegen.de Keywords: Structural Health Monitoring – SHM, Model-based Sensor Fault Detection, PWAS – PZT, Electro-Mechanical Impedance – EMI, Changing Environmental Conditions – EOC Abstract.
The employment of a large number of embedded sensors in advanced monitoring systems becomes more common, enabling in-service detection, localization and assessment of defects in mechanical, civil and aerospace structures.
Fritzen, „Sensor Fault Identification Using Autoregressive Models and the Mutual Information Concept,“ Key Engineering Materials, Nr. 347, pp. 387-392, 2007

At the same time it also provides the basis for the practical application of engineering support.
Composite soil nailing supporting construction gets more and more favor of engineering application, due to its economical, safe and reliable features.
Recently , with the support of natural science , the civil engineering department of Tsinghua university are doing some research about the working mechanism and design theory of the composite soil nailing support technology, and will hopefully get a series of achievements in the past two or three years.
If we have a strict requirement in displacement of excavation in the practical engineering, we can join the pre-stressed anchor; If required the displacement and settlement of excavation, we can exert a certain pre-stress on soil nailing.
Study on the Composite Soil Nailing Working Mechanism [J] Chinese Journal of Underground Space and Engineering. (2005)，1(3) : 409-412.

As a result, it is widely used in various types of engineering such as soft soil improvement, cutting infiltration, foundation pit support and grouting, the prominent economic and technical benefits are achieved.
Liang, China Civil Engineering Journal, 37 (2004) 78-84
Han, et al, Chinese Journal of Geotechnical Engineering, 24 (2002) 580-583
Zhu, Chinese Journal of Geotechnical Engineering, 22 (2000) 549-554
Nagaraj, Analysis and Assessment of engineering behavior of cement stabilized clays, Saga University, Japan, 2001

LTD, Hefei 230088, China 3China Shipbuilding NDRI Engineering Co.
Nowadays the research direction is being changed to the direction of “Engineering and computer simulation demonstration”.
Engineering also coincide.
It is also consistent engineering practice.
Gao, Guangdong area pile foundation application present situation and development trend, Guangdong Civil Engineering & Construction, 4 (2000) 3-10

Seismic Response Analysis of Tower Crane In Consideration of the Building-Crane Interaction Bing Ai, Jialin Yang, Zengzhuang Pei Northwestern Polytechnical University, School of Mechanics and Civil & Architecture, Xi' an 710129, China Email:878272040@qq.com Keywords: The Building-Crane Interaction, Seismic Response, Tower Crane Abstract.
Some meaningful conclusions were got from the results, and that can provide reference and basis for the design of actual engineering.
Engineering situation and the finite element model In this paper, building is frame-shear wall structure and layout as shown in figure 1.
The engineering seismic fortification intensity of 8 degrees, the classification of design earthquake is first group, the construction site classification isⅡclass.
(In Chinese) [5] Bo Chen, Xilin Lu, Peizhen Li, Yueqing Chen,”Modeling of dynamic soil-structure interaction by ANSYS program”, Earthquake Engineering and Engineering Vibration”, 2002, p.126-131.

First reinforcement: simulating the intension shortage of the member caused by changing of use or the condition, or make up for design in the practical engineering structure before going into use.
Load till the cracks appear, then reinforce after completely uninstall: simulating the unloading reinforcement condition after the structure stress cracking in the practical engineering structure.
Li: The external prestressing structure technology and engineering applications (China Architecture and Building Press, China 2008)
Wang: Civil engineering structure experiment (Wuhan University of Technology Press, China 2006)
Yin: Calculation method for bending capacity of FRP bars NSM reinforced concrete members considering effect of secondary load: Engineering Journal of Wuhan University, Vol. 38, (2005) No.4, p.55-58

Experimental Study for Seismic Performance of Confined Masonry Structure Tiejun Qu1, a, Yanping Wang1, b and Xianyun Wang1, c 1College of Architecture and Civil Engineering, North China University of Technology, Beijing, 100144, China aqutiejun18@163.com, bblue_iris_9@126.com, cwxy@ncut.edu.cn Keywords: Pseudo-dynamic test, Pseudo-static test, Confined Masonry.
References [1] Zhou Bingzhang: Seismic Design Engineering, (8) (2006), p.8 (In Chinese) [2] Chen Dan: Earthquake Resistant Engineering, (2) (1986), p.47 (In Chinese) [3] Yang Yucheng, Yang Liu, Gao Yunxue, Zhu Yulian: Earthquake Engineering and Engineering Vibration, Vol.1 (1) (1981), p.21 (In Chinese) [4] Hu Xiujie, Sa Weichang, He Zhen: Shan’xi Architecture, (161) (2008), p.17 (In Chinese) [5] Zhang Zhong, Chen Shujuan: Earthquake Resistant Engineering and Retrofitting, Vol.34 (2) (2012), p.124 (In Chinese) [6] Liu Peixuan, Zhou Zhenghua, Zhao Jisheng, Wang Wei: Journal of Natural Disasters, Vol.21 (2) (2012), p.89 (In Chinese) [7] China Academy of Building Research: GB50011-2010.Code for Seismic Design of Buildings (China Architecture & Building Press, Beijing 2010) (in Chinese) [8] H.
Chariarse, C.Cuadra, G.Cuadros, T.Tsugawa: Pseudo dynamic tests of confined masonry building, Tenth World Conference on Earthquake Engineering [9] Shi Chuxian: Building Structure, Vol.40 (1) (2010), p.74 (In Chinese) [10] Zhu Ronghua, Shen Jumin: Journal of Building Structures, Vol.17 (4) (1996), p.27 (In Chinese) [11] Zhou Xiaoyue, Zhang Xuefeng, Jin Cheng, He Lieqi: Zhe Jiang Construction, Vol.29 (5) (2012), p.8 (In Chinese) [12] Li Jie, Li Guoqiang, Su Xiaozu: Building Structure Seismic Design (second edition) (China Architecture & building press, Beijing 2008) (In Chinese)

Transaction on Automation Science and Engineering.
Advances in Engineering Software.Vol. 40 (2009), p. 1078-1086 [4] M.
Archives of Civil and Mechanical Engineering.
Industrial Engineering. (2015), p. 833-839 [7] S.
Proceedings of Heat Treatment and Surface Engineering.