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Research on Properties of Rock-mineral Wool as Thermal Insulation Material for Construction Shujuan Yang1,a, Liwei Zhang 1,b 1Qingdao Technological University, College of Civil Engineering, Qingdao ,Shandong,266033,China ayangshujuan@qtech.edu.cn,bzhangliwei2005@163.com Key words: rock-mineral wool; thermal insulation; application in construction.
After the implementation of Civil Construction Energy Efficiency Management Regulation, it puts forward higher requirements for the energy saving standard of new buildings, thus the application prospect of rock-mineral wool thermal insulation material is promising.
Introduction Civil Construction Energy Efficiency Management Regulation has been put into effect since the first day of January in 2006, in which the construction of new buildings should be strictly accordance with the design standard of energy saving 50％, a number of large cities including Beijing, Tianjin and Shanghai take the lead in implementing the standard of energy saving 65％.

The Seismic Performance Analysis Of Brick Masonry Wall Between Windows Fei Wen 1, a , Wenfang Zhang1, b 1Architecture and Civil Engineering College, Taiyuan University of Technology, Taiyuan, Shanxi, 030024, China a262611344@qq.com, bzhangwenfang@tyut.edu.cn Keywords: Brick masonry, Wall between windows, Pressure, Finite element, Seismic behavior Abstract.
It had good engineering significance in practice.
Journal of Disaster Prevention and Mitigation Engineering, Vol. 2 (2009),P.109-113.
The journal of civil engineering P.130-135.
Structural engineering analysis and instance of ABAQUS.

A Bound Fragility Analysis Methodology Based on Convex Model Lizhe Jia1, a, Zhongdong Duan2, b 1Department of Civil Engineering, Harbin Institute of Technology at Weihai, 2 Wenhua xi Road, Harbin, China 264209 2 Department of Civil Environmental Engineering, Harbin Institute of Technology Shenzhen Graduate school, Hit Campus of Shenzhen University Town, XiLi, Shenzhen, China 518055 ajializhe@hit.edu.cn, bduanzd@hit.edu.cn Key words: Fragility analysis; Uncertainty; Convex set theory Abstract.
The spectral displacement and the damage state medians were assumed as deterministic parameters in HAZUS-Advanced Engineering Building Module (AEBM).
HAZUS99-SR2 Advanced Engineering Building Module Technical and User’s Manual(2002), Developed by the Federal Emergency Management Agency, Washington, DC
Advances in Structural Engineering.Vol.11 (2008), p.281 [4] Y.

GBAS relative to the ILS system greatly reduces the engineering, and reduced capital investment, so it is more conducive to the maintenance of the late run.
We firmly believe that China's civil aviation shall make full use of the GBAS augmentation system to meet the operational requirements of PBN.
Acknowledgements This study by the China Civil Aviation Flight University 2012 Graduate Research Fund (X2012-25), to express my gratitude.
PLA Information Engineering University, 2008, p. 64-65
The research and exploration of global navigation satellite system (GNSS) applications in civil aviation, vol. 12 (2010) no. 1, p. 82-83.

The Analysis on the Effect of the Loading Capacity of the Pile with Buried Tubes Wen Wang1, a, Rui Han2,b, Manxia Wu3, c, Chunmei Zheng4,d 1,4Geotechnical and Structural Engineering Research Center ,Shandong University, No.73,Jingshi Road,Jinan City,Shandong Province,China 2Shandong Zhengyuan Gonstruction Engineering,Company,Ltd.
It is a new technology to bury tubes in the pile, on which few studies, applications and engineering practices have been done.
The deviation is acceptable in engineering.
The effect of buried tubes on the ultimate bearing capacity of pile is within 15%,which is acceptable in engineering. 3.
Energy and Buildings, 1994,V21(1):65-78 [4] Zhou Jian, Xia Hongwei, the long-term static load test of cast-in-situ concrete pile in soft soil，the ninth conference of civil engineering society of soil mechanics and rock engineering shanghai, 2003,283:249-252(in Chinese) [5] Hao Wenhua, Civil Engineering Application of ANSYS [M]．China WaterPower Press，2005:3

Visual Renovation of Cultural Heritage Buildings Through Advanced Construction Materials - 2D-Printed Protective Cladding on Facade Scaffolds Ventsislav Minchev Tepeliev1,a* 1Department of Construction Technology and Mechanisation, Faculty of Structural Engineering, University of Architecture, Civil Engineering and Geodesy, 1 Hristo Smirnenski Blvd., 1164 Sofia, Bulgaria av.tepeliev@uacg.bg Keywords: cultural heritage at risk, printed nets, education 4.0., artificial intelligence Abstract.
The identification of architectural objects achieved with the use of a 3D laser scanner and / or photogrammetric survey, is successfully used in graphic software oriented to civil engineering and architecture.
Appropriate directions for interaction are secondary and higher schools with programmes in arts and civil / structural engineering.
The wide range of specialties (architecture, structural / civil engineering, arts) that interact to apply the idea into practice, allows the creation of prerequisites for interdisciplinarity in education, science, and practice within the secondary and the higher education, and between them as well.
Dinev, “Study of the air permeability of different types of safety nets for facade scaffolds during wind actions,”annual of the University of architecture, civil engineering and geodesy, Sofia, vol. 53(3), ISSN 1310-814X (Print), ISSN 2534-9759 (Online), pp. 669-685, (2020)

Introduction One of the main research content of environmental geotechnical engineering is the engineering problems caused by environmental changes[1].
Geomechanics development in civil construction in Western China[J].
Chinese Journal of Geotechnical Engineering，2001，23(3)：268–272.
Chinese Journal of Rock Mechanics and Engineering，2010，29(3)：459–464.
Chinese Journal of Rock Mechanics and Engineering，2010，29(3)：471–476.

Experimental study on reinforcement ratio of RCFT columns under axial compression AlifujiangXiamuxi1, a,Akira Hasegawa 2,b 1Department of Environmental and Civil Engineering, Hachinohe Institute of Technology, 88-1Ohbiraki, Hachinohe 031-8501, Japan (College of Architectural and Civil Engineering, Xinjiang University, Urumqi 830008, China) 2Department of Environmental and Civil Engineering, Hachinohe Institute of Technology, 88-1Ohbiraki, Hachinohe 031-8501, Japan a d10301@hi-tech.ac.jp, b hasegawa@hi-tech.ac.jp Keywords: RCFT; CFT; ratio of axial reinforcement; compression test; over arranged reinforcement; bearing capacity; confined effect; brittle-failure.
Murakami and Y.Sakuramoto:Experimental study of concrete-filled steel members with circular cross section subjected to bending and torsion,Journals of the Japan Society of Civil Engineers,JSCE, No. 612/I-46(1999),p.85-97
[9] JSCE: Reality state and analysis of steel construction damaged by Hansin-Awaji Earthquake(Japanese Society of Civil Engineers, Tokyo Japan 1999)
[10] JSCE: Theory and design of steel-concrete hybrid structures part1: Theory and basic concept (Japanese Society of Civil Engineers, Tokyo Japan1999)
Cai and C.L.Xu:Experimental study on shear resistance performance of concrete filled steel tube columns, China Civil Engineering Journal,Vol.12(2005),p.10-16

Analysis of the Construction of New Metro Impact on the Existing Subway Station MIAO Shengjun1,a), HUANG Guanlin1,b) , CHEN Fei1,c),SHI Lichao1,d) 1School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing 100083, China amiaoshengjun@163.com;b1027961399@qq.com;c85115394@qq.com; d506130376@qq.com; KEY WORDS: Subway station; The numerical simulation; Stress deformation ABSTRACT: Taking a new subway going through under the existing subway station as the engineering background, based on geological exploration data in the field, the deformation influence for the station structure of the existing subway when the main structure station constructs could be studied.
During the construction period of the new station, the existing station structure only takes the normal using work condition into considered, regardless of the earthquake and the working condition of civil air defense
In the work progress, engineering characteristics, geological conditions, environmental condition, time limit for a project should be considered to compile scientific and reasonable construction organization design.
Suggest reference for similar engineering practice to take proactive measures ( For example set up jacks ) for construction of crossing existing metro station in order to ensure the safety of subway structure.
Chinese Journal of Rock Mechanics and Engineering, 2005, 24 (5) : 755-760. in Chinese) [2] JI Maojie, LIU Guobin.

Experimental Research on the Physi-mechanical Performances of Geosynthetics Jun Hu 1, a, Hui Zeng 2 3, b and Xiaobin Wang 4, c 1 College of Civil Engineering and Architecture, Hainan University, Haikou, Hainan, 570228, China 2 School of Civil Engineering and Architecture, Wuyi University, Guangdong, 529020, China 3 The Construction Department of Wuyi University, Jiangmen, Guangdong, 529020, China 4 Changshu Institute of Technology, Changshu, Jiangsu, 215500, China ahj7140477@yahoo.com.cn, bwyunjfu@126.com, c369993308@qq.com Keywords: Geosynthetics, Geotextile, Geocloth, Stretching quantity Abstract.
Now, Geosynthetics becomes the fourth engineering material in succession to steel, cement and timber, and it's used popularly in geotechnical, hydraulic and civil engineerings, etc [1,2].
The Testing Scheme Aiming at ensuring the rational choice and application of Geosynthetics, the performance indexes of every Geosynthetics should be recognized first, especially the parameters used in the engineering design.
The specific parameters coming from the engineering investigation reports are shown in Table 2.
Study on numerical simulation of cup-shaped horizontal freezing reinforcement project near shield launching[C]. 2011 International Conference on Electric Technology and Civil Engineering (ICETCE).