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Bending Responses of Bi-Directional Advanced Composite Nanobeams Using Higher Order Nonlocal Strain Gradient Theory Abdelkader Belkacem1,a, Miloud Ladmek1,b, Ahmed Amine Daikh1,2c, Aicha Bessaim1d, Mohamed Sid Ahmed Houari1e*, Mohamed Ouejdi Belarbi3f, Tarek Merzouki4g, Abdelouahed Tounsi5,6,7h 1Laboratoire d’Etude des Structures et de Mécanique des Matériaux, Département de Génie Civil, Faculté des Sciences et de la Technologie, Université Mustapha Stambouli, B.P. 305, R.P., Mascara 29000, Algeria. 2Department of Technology, University Centre of Naama, Naama 45000, Algeria. 3Laboratoire de Recherche en Génie Civil, LRGC, Université de Biskra, B.P. 145, R.P. 07000, Biskra, Algeria. 4LISV, University of Versailles Saint-Quentin, 10-12 Avenue de l’Europe, 78140 Vélizy-Villacoublay, France. 5YFL (Yonsei Frontier Lab), Yonsei University, Seoul, Korea 6Department of Civil and Environmental Engineering, King Fahd University of Petroleum & Minerals, Dhahran, Saudi Arabia 7Material
and Hydrology Laboratory, Faculty of Technology, Civil Engineering Department, University of Sidi Bel Abbes, Sidi Bel Abbès, Algeria abelkacem.abdelkader.77@gmail.com, bmilorahim2007@gmail.com, cdaikh.ahmed.amine@gmail.com, dbessaimaicha@yahoo.fr, ems.houari@univ-mascara.dz, fmo.belarbi@univ-biskra.dz,gtarek.merzouki@uvsq.fr, htouabdel@yahoo.fr Keywords: Bending; Stresses; Bidirectional FGM; Higher order nonlocal strain gradient theory; Navier’s solution.
These kinds of advanced materials are widely used in various industrial applications such as nuclear, aerospace, medical fields, automotive, and other applications in mechanical and civil engineering.
Composites Part B: Engineering 155 (2018): 104-111. 
Composites Part B: Engineering 34.2 (2003): 103-115. https://doi.org/10.1016/S1359-8368(02)00083-5 [24] Khabbaz, R.

Results comparison of alkali-reactivity tests for same aggregates, using a kinetic model GONZALEZ, Luis Mayor 1a*, SANTOS SILVA, António 2b, JALALI, Said 1c 1 Department of Civil Engineering, University of Minho, Guimarães, Portugal 2 Materials Department, National Laboratory for Civil Engineering, Lisboa, Portugal a lmgonzalez@mail.telepac.pt,b ssilva@lnec.pt, c said@civil.uminho.pt * Correspondence to: lmgonzalez@mail.telepac.pt Keywords: Expansion tests, reactivity, alkali-silica reaction, aggregates Abstract.
[8] Silva, A.S., Degradação do Betão por Reacções Álcalis-Sílica.Utilização de Cinzas Volantes e Metacaulino para a sua Prevenção, in Engenharia Civil, Universidade do Minho, Guimarães, 2005

Model Test and Structural Behavior Analysis for Cable-Pylon Anchorage Zone of Cable-Stayed Bridge Changyu Fang1,2,a Yaoting Zhang1,b 1School of Civil Engineering and Mechanics, Huazhong University of Science and Technology, Wuhan 430074, P.R.China 2Department of Civil Engineering, Guangxi University of Technology, Liuzhou 545006, P.R.China achinafcy2008@163.com, bzyt1965@mail.hust.edu.cn Keywords: Cable-stayed bridge, Anchorage zone of cable-pylon, Model test, Finite element analysis.
Civil Eng.
Civil Eng.

Effect of Tire Cords, Steel and Polypropylene Fiber Content on the Fatigue Response of Cement-Based Mortars Jacek DOMSKI1,a, Mateusz GANCARZ1,b, Anna BENEŠOVÁ2,c, Hana ŠIMONOVÁ2,d, Stanislav SEITL2,3,e,*, Petr FRANTIK2,f, and Zbyněk KERŠNER2,g 1Koszalin University of Technology, Faculty of Civil Engineering, Environmental and Geodetic Sciences, ul. 
Li, Towards next generation design of sustainable, durable, multi-hazard resistant, resilient, and smart civil engineering structures, Engineering Structures. 277 (2023) 115477.
Musa, Carbon footprint management: A review of construction industry, Cleaner Engineering and Technology. 9 (2022) 100531.
Katzer, Change of Fatigue and Mechanical Fracture Properties of a Cement Composite due to Partial Replacement of Aggregate by Red Ceramic Waste, Periodica Polytechnica Civil Engineering. 63(1) (2019) 152–159
Conf. on Dynamics of Civil Engineering and Transport Structures and Wind Engineering.

Study on the Computing Method of Asphalt Absorption Coefficient in the Effective Relative Density of Aggregate Qiang Dong 1,a, Tianqing Ling2,b 1 School of Civil Engineering & Architecture, Chongqing Jiaotong University No. 66 Xuefu Road , Nan’an District, Chongqing Municipality, P.
R. of China 400074 2 School of Civil Engineering & Architecture, Chongqing Jiaotong University No. 66 Xuefu Road , Nan’an District, Chongqing Municipality, P.
R. of China 400074 adongqiang94@163.com,blingtq@163.com Keywords: road engineering; effective relative density of aggregate; asphalt absorption coefficient; asphalt mixture Abstract: According to the computing formula of the effective relative density of aggregate and its physical significance, the theoretical computing formula of asphalt absorption coefficient C has been deduced through the Four-phase system theory of aggregate, and the rationality of asphalt absorption coefficient has been verified through testing and comparison with other computing methods.

Alberto Lamego, 2000, 28013-602, Campos dos Goytacazes, RJ, Brazil. 3Department of Materials Science, Military Institute of Engineering - IME, Praça General Tibúrcio, 80, Praia Vermelha, Urca, RJ, CEP 22290-270, Urca, Rio de Janeiro, RJ, Brazil.
The incorporation of industrial wastes into clayey ceramics used in civil construction is becoming a worldwide procedure not only to provide an environmentally correct destination for the waste but, in some cases, to improve the ceramic properties.
Another possible alternative of recycling SFL glass tubes, whether or not decontaminated, is by incorporation into clayey ceramics traditionally used for civil construction as bricks, tiles, blocks and pipes.

Reliability-based stability analysis of foundation pit supported by micro-pile composite soil nailing Yanlin Zhao1, 2, a， Weiguang An2, b 1College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001,China 2School of Civil Engineering, Heilongjiang Institute of Science and Technology, Harbin 150027, China azhaoyanlin1971@sina.com；banweiguang@hrbeu.edu.cn Key words: micro-pile, composite soil nailing, foundation pit, inner stability, reliability Abstract: Considering the co-action of micro-pile and soil nailing, the state equation of limit equilibrium and the performance function of inner global stability of foundation pit supported by the micro-pile composite soil nailing is set up with the slope limit equilibrium theory and the circular sliding slice method.
References [1] Yumin Tu, Meixia Lu: Chinese Journal of Geotechnical Engineering.
(in Chinese) [2] Zhenjun Nie,Haishen Li:soil engineering and foundation.
(in Chinese) [3] Xiangfan Li, Ji Yin and Fei Guan: Journal of Rock Mechanics and Engineering.
[8] Xiaohui Luo, Zaiguang Li and Lihong He: Chinese Journal of Geotechnical Engineering.

Seismic response analysis for tunnel conveying water under traveling waves excitation Jinyun Liu1,2, a, Caichu Xia1,b and Shengnan Sun3,c 1 Department of Geotechnical Engineering, Collage of Civil Engineering, Tongji University, Shanghai, 200092, China 2 Collage of Engineering, Heilongjiang Bayi Agricultural University, Daqing, 163319, China 3 School of Architecture & Civil Engineering, Liaocheng University, Liaocheng, Shandong, 252059,China aljyun2004@163.com, btjxiaccb@126.com, csunshengnan1982@163.com Keywords: tunnel conveying water; traveling wave effect; seismic response.
At present, earthquake motion input method of actual engineering structure seismic response analysis commonly used the consistent excitation method for smaller structures of bulk.
The conclusions well provide certain theoretical basis of engineering design and construction, and well have certain directive significance.
THE RELIABILITY ANALYSIS OF EARTHQUAKE-RESISTANT ARCH DAM SUBJECTED TO RANDOM MULTI-SUPPORT INPUT [J].EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 1996, 16(1):19-59 (In Chinese
EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2003, 23(4):124-130, (In Chinese

Numerical calculation methods of wind load Xianhong Meng1,a , Qiuying Zhao1,b School of Civil Engineering, Shenyang Jianzhu University, Shenyang China, 110168 a cexhmeng@sjzu.edu.cn, b zhaoqy_xiu@163.com Keyword: Wind tunnel test, Numerical wind tunnel method, Time domain analysis, Frequency domain analysis Abstract.
Wind tunnel test and numerical wind tunnel method Wind tunnel test is the main basis for research on structure wind engineering.
Dissertation for the Doctoral Degree of Engineering in Harbin Institute of Technology(in Chinese). 2007 [2]Ming Gu, Fengyuan Wang, et al.
Journal of Wind Engineering and Industrial Aerodynamics. 1998, 77-78: 217-231 [5] J.D.Ginger,J.D.Holmes.Journal of Wind Engineering and Industrial Aerodynamics. 2003,91: 1377-1400
Journal of Hunan University (Natural Science)(in Chinese) .2008.35(9):1-5 [12]Dongbing Zhang,Yuguo Liang,et al.Journal of Lanzhou University of Technology(in Chinese).2008.34(3):127-130 [13]Quan Wang,et al.Journal of Architecture and Civil Engineering(in Chinese).2011.28(2):32-37 [14]Feng Pan,Bingnan Sun:Refinement theory of random wind-induced dynamic response for long-span roof structures.Dissertation for the Doctoral Degree of Zhejiang University(in Chinese).2008 [15]Jie Li,Zhenhua Ni.Comparison betweentime-domain approach and frequency -domain approach in analysis of wind-induced response of long-span roofs.

Stability Analysis of Mountain Slope Based On Finite Element and Discrete Element Weibin Yua n1, Chengmin Ye1, Ji Yao2 and Liede Wang1 1College of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou310014, China 2Construction Engineering College, Kunming University of Science and Technology, Kunming650224, China Corresponding author.
College of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou310014, China.
Computer methods in applied mechanics and engineering.
Chinese Journal of Rock Mechanics and Engineering.
Chinese Journal of Rock Mechanics and Engineering.