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(Fig. 3) is one key project of Jilin the fifth five-year plan proposed by Jilin Coal Designing Institute in 1976 and constructed by Jiutai Shafting Building Engineering Department.
Jiutai Vertical Shaft covers an industrial construction area of 27,641 square meters and civil construction area of 55,656 square meters.
Civil buildings include 17 residential buildings and 21 bungalows with welfare buildings in the industrial square.
By 1985, the factory covered an area of 125,000 square meters, with an industrial construction area of 27,000 square meters and civil construction area of 7,300 square meters, 17 single-span single-storey workshops and 2 multiple-span workshops in reinforced concrete or brick concrete structure (Fig. 5-7).
Furthermore, the factory provides civil buildings such as apartments, baths and cinema for factory staff.

The Simulation Analysis of Large Cross-Section Soft Rock Tunnel Excavation under the Bias Terrain Gang Zhang1, a, Hongbing Liu2, b 1School of Mechanics and Civil.& Architecture, Northwestern Polytechnical University, Xi’an, Shaanxi, 710129, China 2School of Mechanics and Civil.& Architecture, Northwestern Polytechnical University, Xi’an, Shaanxi, 710129, China azg19850724@163.com, blhb@nwpu.edu.cn Keywords: Bias Terrain, Soft Rock Tunnel, Excavation Scheme, Numerical Simulation, Abstract: Taking a High-speed railway tunnel as the background, This paper analyses not only the stress and displacement of surrounding rock , the plastic area distribution and size, but also the size and distribution of initial support internal force in two excavation schemes, based on the criterion of underground engineering structure design theory and rock elastic-plastic succumb Drucker-Prager, Under the guidance of New Austria Tunneling Method, this paper makes numerical simulation of soft rock tunnel
General engineering situation A high-speed railway tunnel crosses mountain terrain in which the climate is continental in the warm temperate zone.
The journal of underground space and engineering (2005),p.844~847
Journal of underground space and engineering(2007). p.1220~1223
[8] Shuzhen Huang, Renxi Hu, Shiting Kang. analysis of ANSYS12.0, civil engineering finite element , from its ABC to maturity.

The authors would like to thank Faculty of Civil and Environmental Engineering, UTHM for this study.
In: Proceedings of World Academy Of Science, Engineering And Technology.
In: Proceedings of the Institution of Civil Engineers, 164 (5) (2011), p. 219-229
Zanarini, Thermal Conductivity of Clay Bricks: Journal of Materials in Civil Engineering, 16 (1) (2004)
Methods of Test for Soils for Civil Engineering Purposes.

Civil Engineering and Architecture, Italy 2 University of Udine Dept.
Civil Engineering and Architecture, Italy 3 University of Udine Dept.
Civil Engineering and Architecture, Italy agiuliana.somma@uniud.it, balessandro.pieretto@uniud.it Keywords: Confinement, Shear Stress, Microlocking, Macrolocking, Circular/Rectangular Filled Steel Tube Abstract.
“Flexural behavior of concrete filled hollow structural sections”, Canadian Journal of Civil Engineering Vol 21(1), 1994
Engineering Structures, Vol 20 N°8, 1998, pp 663-676

Finite Element Analysis of Mechanical Properties of Reinforced Concrete Cross-Shaped Column Node Chunxiu Han1,2,a, Donghua Zhou1,b, Yanhua Yang2,c, Shengjiang Huang1,d 1Faculty of Civil Engineering, Kunming University of Science and Technology, Kunming 650504, Yunnan, China 2Architectural Engineering Faculty, Kunming Metallurgy College, Kunming 650033, Yunnan, China a593416010@qq.com, bstahlverbundbau@yahoo.com.cn, cynyyh@126.com, dhcx4803@163.com Keywords: cross-shaped column, mechanical property, finite element analysis Abstract.
Coraputing in Civil Engineering, 2007, 297-305
Journal of Earthquake Engineering, 2002, 6(1):75-100
[5] Qi Wu-bo, Hiroaki Mimura, Streamline geometry optimization in beam-column connection, Journal of Structural Engineering, June,2002: 829-83l.

Study on the calculation method of plum blossom-shaped steel roof pre-set deformation value in construction Qingrong Tang1, a, Jing zhou1,b 1 College of Civil Engineering, Chongqing University, Chongqing, 400045, China araio285@126.com, b1000zzz@sina.com.cn Keywords: Steel Structure, Cantilever Construction, Pre-set Deformation Value, Iterative Method.
On mechanics of time-varying structures[J].China Civil Engineering Journal,2000, 33(6):105~108.
(in Chinese) [4] Majid KI.Forces and deflexions in changing structures[J].The Structural Engineer,1972, 51(3):108~115
Multi-spring model for 3-dimentional analysis of RC members [J].International Journal of Structural Engineering and Mechnics,1993,1(1):17~30
Reviewing the multi-spring model and fiber model[C].Proceedings of the 10th Japan Earthquake Engineering Symposium,1998,2(2):369~374.

Research on Strength Characteristics of Expansive Soil Li Qian1,a and Fu Le2, 3,b 1 CNPC Engineering Company Limited Geotechnical Engingeering Company，Beijing China 100085 2School of Civil and Environmental Engineering, University of Science and Technology.
Introduction Undrained strength indices are often used in analysis of strength and stability for the difficult in the determination of excess pore water pressure in practical engineering.
Chinese Journal of Geotechnical Engineering 30 (12): 1855 – 1860 (2008).
Journal of Civil Engineering and Management 15: 15-21 (2011).

After the 921 Chi-Chi Earthquake in Taiwan, the engineers and researchers raised the awareness for the safety of structures and material properties.
A 1-story 2-bay RC frame experiment was conducted at NCREE (National Center for Research on Earthquake Engineering) in Taiwan [4].
Base on FEMA-273 and ASCE 41-06, the SWPH code was developed by National Center for Research Earthquake Engineering (NCREE) in Taiwan.
-H., Nonlinear System Identification Method for Structural Health Monitoring:Techniques for the Detection of Nonlinear Indicators, in Department of Civil Engineering. 2009, Master thesis, National Taiwan University: Taipei
-R., System Identification of Degrading Hysteretic Restoring Forces of Reinforced Concrete Frames, in Department of Civil Engineering. 2009, Master thesis, National Taiwan University: Taipei

Introduction of Tilt-up Construction and Details of Connection Qing Han 1,a, Yihang Wang 1,b*, Guowei Zhang 1,c, Hui Wu 1,d 1School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture, Beijing, 100044, China ahanqing269@sina.com, bwangyihangok@126.com, czhangguowei@bucea.edu.cn, dwuhui@bucea.edu.cn Keywords: Tilt-up construction, Connection, The new rural construction Abstract.
As the damage of earthquake, the connection of the tilt-up building is the most important part which attracts more attention to engineers.
Seismic Performance of Concrete Tilt-Up Buildings[P]The 14th World Conference on Earthquake Engineering.2008,10:12-17
[3] The Tilt-up Construction and Engineering Manual [4] Kevin Lemieux, Robert Sexsmith, Gerry Weiler.
The 6th National Civil Engineering Graduate Academic Forum. 2008

Stochastic assessment for chloride penetration in reinforced concrete structures under corrosive environments Xiaogang Zhang1, a, Tianhai Zhou1, Minhui Li1, Xiaoping Wang1 1Guangdong Provincial key Laboratory of Durability for Marine Civil Engineering, College of Civil Engineering, Shenzhen University, China.
According to the model proposed by Japan Society of Civil Engineering, a multiplier kl is introduced to consider the influence of the transverse crack.
For real engineering structures under exposure environments, it is difficult to determine the value of relative humidity that in Eq. (6) because the rainfall significantly affects the saturated degree of concrete.
Journal of Structural Engineering, (2000), 126(6): 724-732
Journal of Structural Engineering, (2007), 133(7): 916-924.