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Structural nonlinear damage detection based on ARMA-GARCH model Cong Cheng1, a, Ling Yu1-2, b, Liujie Chen1-2, c 1Department of Mechanics and Civil Engineering, Jinan University, Guangzhou 510632, China, 2 MOE Key Laboratory of Disaster Forecast and Control in Engineering, Jinan University, Guangzhou 510632, China a cc0001000cc@163.com, b lyu1997@163.com (Corresponding author), c lianyi1208@126.com Keywords: Nonlinear damage detection, ARMA-GARCH model, Structural health monitoring Abstract.

Study on Asphalt Treated Permeable Base in Cold Area Lihui Lia and Wenli Lib College of Civil Engineering, Xuchang University, Xuchang 461000, China aLilihui512@sohu.com, b313489058@qq.com Keywords: cold area road; asphalt-treated permeable base (ATPB); asphalt content; performance.
Dong, Study on the water stability of asphalt treated permeable base, Forest Engineering, 2 (2007) 49-53

Strength Prediction of Double-Lap Woven CFRP Bolted Joint Incorporating Material Softening Hilton Ahmad Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia, 86400 Parit Raja, Batu Pahat, Johor, MALAYSIA.
Moreover the way in which damage develops in the composite in the presence of a stress-raiser is complex and currently there is a lack of design tools to enable engineers to predict reliably the strength of open-hole or mechanically fastened composites.

Russo (2009), Free Vibrations of Pultruded FRP Elements: Mechanical Characterization, Analysis, and Applications, in JOURNAL OF COMPOSITES FOR CONSTRUCTION, vol. 13, p. 565-574, ISSN:10900268 [7] Russo, S. 2012, Testing and modelling of dynamic out-of-plane behaviour of the historic masonry façade of Palazzo Ducale in Venice, Italy, Engineering Structures, 46, 2013, 130– 139 [DOI 10.1016/j.engstruct.2012.07.032 [8] G.
[9] Milani, G., Russo, S., Pizzolato, M., Tralli, A., Seismic Behavior of the San Pietro di Coppito Church Bell Tower in L'Aquila, Italy, 2012, Open Civil Engineering Journal 6 (SPEC.ISS.1) , pp. 131-147 [10] G.

Simulation Analysis of a PSO-based Vehicle Collision Avoidance Method under Cooperative Vehicle Infrastructure Environment Jiang Liu1,2 a, Baigen Cai2, Yunpeng Wang1 and Jian Wang2 1 School of Transportation Science and Engineering, Beihang University, Beijing 100191, China 2 School of Electronic and Information Engineering, Beijing Jiaotong University, Beijing 10044, China ajiangliu@buaa.edu.cn Keywords: collision avoidance, vehicle infrastructure cooperation, particle swarm optimization.
Civil Eng.

Research Method This research was conducted at the Laboratory of Highway Pavement Department of Civil Engineering, Faculty of Engineering, University of Sebelas Maret Surakarta based on the.

B, Berube.M.A: Canadian Journal of Civil Engineering, Vol. 27 (2000) No. 2, p.167
Amparano, YunpingXi and Young-Sook Roh: Engineering Fracture Mechnics, Vol. 1 (2000) No. 27, p.65

Development of Malaysian Primary School Children Anthropometrics Data for Designing School Furniture Parameters Mohd Shahir Yahya1, a,Thiyagu Palaniandy2, b, Noor Yasmin Zainun3,c, Musli Mohammad4, d 1,2,4Faculty of Mechanical Engineering and Manufacturing, UniversitiTun Hussein Onn Malaysia 3Faculty of Civil and Environmental Engineering, UniversitiTun Hussein Onn Malaysia ashahir@uthm.edu.my, bthiyagupm86@yahoo.com.my, cnryasmin@uthm.edu.my, dmmusli@uthm.edu.my Keywords: Anthropometric Dimensions, Classroom Furniture Design, Primary School Children, Rapid Upper Limb Assessment (RULA) and Musculoskeletal Disorder (MSD).

In technical and service manuals, regional standards and research works on the problem of protecting buildings against the destruction caused by domestic gas explosion, recommendations how to estimate excessive pressure value are, for the most part, based on engineering and experimental methods.
International Journal for Computational Civil and Structural Engineering.

Influences of Processing and Testing Conditions on Flexural Behavior of Fiber-reinforced Polymer-modified Cement Mortar Weideng Chena, Shiyun Zhongb* School of Materials Science and Engineering, Tongji University, Shanghai 201804, China Key Laboratory of Advanced Civil Engineering Materials of Ministry of Education, Tongji University, Shanghai 201804, China a chenweideng@163.com, b syzhong@tongji.edu.cn *Corresponding author: syzhong@tongji.edu.cn Keywords: polymer-modified mortar; fiber-reinforced; flexural behavior; crack; three-point bending test Abstract.