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Study of Airport Crash Fire Vehicle Dynamics Simulation Model Liwen Wang1,a, Dameng Yuan2,b, Hao Wang3,c 1,2Ground Special Equipment Research and Develop Base, Civil Aviation University of China, Tianjin 3College of Aviation Automation, Civil Aviation University of China, Tianjin alwwang@cauc.edu.cn, b423175021@qq.com, chbgdwh@126.com Keywords: Airport crash fire vehicle, Dynamics simulation, Model Abstract.
Chinese Journal of Mechanical Engineering Vol. 7(2006), p.37, in Chinese

Delgado1,d 1CONSTRUCT-LFC, Departamento de Engenharia Civil, Faculdade de Engenharia Civil, Universidade do Porto, Rua Dr.
Delgado, The HUMIVENT Device for Rising Damp Treatment, Recent Patents on Engineering, 5(3), 233–240 (2011)

In civil engineering practice, the safety index β, instead of the failure probability, is often used to quantify the reliability level.
Oberkampf: Reliability Engineering & System Safety, 85 (2004), pp. 1--10 [4] B.
Beer Fuzzy Randomness -- Uncertainty in Civil Engineering and Computational Mechanics (Springer, Berlin 2004) [7] J.
Beck: Probabilistic Engineering Mechanics 16 (2001),pp. 263--277[20] S.
Kaliske in: 2nd International Conference on Soft Computing Technology in Civil, Structural and Environmental Engineering (CSC-2), Chania, edited by Y.

Based on the engineering that shield machine’s passing through a vertical shaft in urban rail transit construction, two methods are proposed according to the engineering geology and construction organization and finite element model is established to simulate the real situation.
The success of this engineering proves that this analysis is reasonable and the safety measures are worth of referring to.
The parameters of the shield machine used in this engineering are shown in Tab.2.
Midas/Civil finite element software is used to simulate the floor slab and a solid model is built, as shown in Fig.2.
Traffic Engineering and Technology for National Defense, 60-62, No.1, 2011.

fSVM Model Based on the Influencing Factors Evaluation and Prediction of Ultimate Bearing Capacity of Statically-Pressured Pipe Pile Jianbin Zhao1, a, Chao Xu1, b, Yongqiang Shi1, 2, c and Xiaoyan Feng1, d 1 School of Civil Engineering, Shenyang Jianzhu University, Shenyang, Liaoning, 110168, China 2 School of Civil Engineering, Harbin Institute of Technology, Harbin, Heilongjiang, 150001, China acejbzhao@yahoo.com.cn, bxuchaogame@163.com, cyongqiang810@163.com dfengxy-0501421113@163.com Key words: Statically-Pressured Pipe Pile; Prediction Of Vertical Bearing Capacity Of Single Pile; Grey Relational Analysis; Variable Projection Importance Analysis; Support Vector Machine.
What is more, this method is a reference for geotechnical engineering and other field to apply data mining technology.
Ground engineering, Vol. 7/8 (1995) [6] D.
Journal of Civil Engineering, Vol. 10 (10) (2006), p. 102-107 (in Chinese) [8] Suhua Li, Jian Zhou, and WeihuangYang, et al.
Chinese Journal of Rock Mechanics and Engineering, Vol. 22(9) (2003), p. 1571-1577 (in Chinese) [9] Chenghua Wang, Wei Zhang.

Finite element analysis of stress deformation of earth-rock dam on narrow valley Fu-yong Chu1, a 1School of Civil Engineering, Lishui University, Lishui, Zhejiang 323000, China acfy1976@hhu.edu.cn Keywords: core rockfill dam; finite elements; stress deformation; narrow velley.
The results show that the stresses and deformations of core rockfill dam on narrow velley are allowble and the design proposal is reasonable, which provides the theoretical basis for similar engineering.
The resuts of research provide the theoretical basis for similar engineering.

A Review on Self-Healing Concrete Dilshad Kakasor Jaf1,a, Payam Ismael Abdulrahman2,b* 1Department of Civil Engineering, College of Engineering, Salahaddin University-Erbil, Erbil, Kurdistan Region, Iraq. 2Department of Civil Engineering, College of Engineering, Salahaddin University-Erbil, Erbil, Kurdistan Region, Iraq.
The Autonomous process, on the other hand, uses chemical or biological means to introduce engineered admixtures to the concrete.
P., Extent of healing of cracked normal strength concrete, Journal of Materials in Civil Engineering. 12 (2000) 92-96
K., Bacillus subtilis HU58 Immobilized in micropores of diatomite for using in self-healing concrete, Procedia Engineering. 171 (2017) 598-605
I., Strength enhancement of cement mortar using microorganisms-an experimental study, International Journal of Earth Sciences and Engineering. 4 (2011) 933-936

The Influence of Colloidal Nanosilica on Microstructure of Asphalt Binder after Long-Term Aging Mohamad Saifullah Samsudin1,a*, Ahmad Kamil Arshad2,b, Khairil Azman Masri3,c, Mohd Khairul Afzan Mohd Lazi1,d, Hasmawati Mat Hassan1,e, Ekarizan Shaffie2,f 1Faculty of Engineering, City University, Petaling Jaya, 46100, Malaysia 2Institute for Infrastructure Engineering and Sustainable Management, Universiti Teknologi MARA, Shah Alam, 40000, Malaysia 3Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang, Gambang, Kuantan, 26300, Malaysia a*mohamadsaifullah90@gmail.com, bdrahmadkamil@gmail.com, ckhairilazman@ump.edu.my, etmm_afxan@yahoo.com, ehasmawati.hassan@city.edu.my, feka7980@gmail.com, Keywords: Atomic Force Microscopy, Nanosilica, Catana Phase, Pressure Aging Vessel Abstract.
Currently, various nanomaterials have been used in pavement engineering to modify asphalt binder such as nanosilica.
Powers, ‘Using Atomic Force Microscopy to Evaluate the Nanostructure and Nanomechanics of Warm Mix Asphalt’, Journal of Materials in Civil Engineering, vol. 27, no. 10, Oct. 2015, doi: 10.1061/(asce)mt.1943-5533.0001254
Arshad et al., ‘Engineering Properties of Nanosilica Modified Asphalt Binder’, Journal of Mechanical Engineering, vol. 16, no. 3, pp. 29–40, 2019
Yao et al., ‘Rheological Properties and Chemical Bonding of Asphalt Modified with Nanosilica’, Journal of Materials in Civil Engineering, vol. 25, no. 11, pp. 1619–1630, Nov. 2013, doi: 10.1061/(asce)mt.1943-5533.0000690

(In Chinese) [2] Baofeng Zhou: China Civil Engineering Journal, Vol. 46(2013), p. 135-140.
(In Chinese) [4] Hongbiao Liu, Xun Guo: China Civil Engineering Journal, Vol. 45, Issue.12(2012), p. 18-28.
Boore, J.J.Bommer: Soil Dynamics and Earthquake Engineering, Vol. 25 (2005), p.93-115
(In Chinese) [13] Haiying Yu, Wenxiang Jiang, Quancai Xie: Earthquake Engineering and Engineering Vibration, Vol. 29, Issue.6 (2009), p.1-12.
[16] D.E.Hudson, A.G.Brady, M.D.Trifunac: Earthquake Engineering Research Laboratory, Report No.EERL 69-20, (1969)

The Initial Study of Evaluation System in Hot-summer and Warm-winter Region Yilan Ni1,2,a,Liwei Fang1,b, Yixi Zhou1,c , Mingsi Huang1,d 1College of Civil Engineer and Architecture, Guangxi University, China 2Key Laboratory of Disaster Prevention and Structural Safety, China anyl@gxu.edu.cn, blwf_gxu@163.com, ceeeeelsie@gmail.com, d167473468@qq.com Keywords: Hot-Summer and Warm-Winter Region, Evaluation System, Residential Planning Abstract: In over decades, the architectural evaluation system is playing an more important role in the building energy-saving after the implementation and modification of all evaluation systems.
China issued and implemented the Design standard for civil building energy efficiency in 1986, which is the beginning of architecture energy saving design begins.
At the same time, the government in many cities also actively put forward the local policy regulation and management system, such as Rules for the Implementation of the Civil Building Energy-saving Design in Fujian Province, Green Building and Energy-Saving Management Regulations of Guangzhou, Green Building evaluation criteria of Sichuan Province, etc.
Evaluation System of the Residential Building in the Hot-summer and Warm-winter Region 2.1 Range Identification According to the Civil Building General Design Rules (GB 50352-2005), China's territory is divided into five regions which are severe-cold region, cold region, hot-summer and cold-winter region, hot-summer and warm-winter region, temperate region.