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Seismic Reaction Analysis on High-rise Isolated Structure with Multi-tower Zhao, Nan1,a, Ma, Kai2,a, Tang, Shaoxue2,a, Chen, Binlei1,a, Li, Ting1,a 1Beijing Institute of Architectural Design, Beijing 100045, China 2College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China abiad1s1@126.com Keywords: high-rise building; isolation structure; seismic response; time-history analysis; single-tower structure Abstract.
Details of the building This engineering is located in Beijing of China.
World Earthquake Engineering.22(2): 154-160(2006) [3] Liu Yingli, Dang Xibin, Yang Ping, et al: Non-linear dynamic analysis of the base isolated structure.
World Earthquake Engineering. 23(2): 107-111(2007) [4] Beom-Soo Kang, Le Li, Tae-Wan Ku: Dynamic response characteristics of seismic isolation systems for building structures.Journal of Mechanical Science and Technology.123(8), 2179-2192(2009) [5] Su Jian, Wenliuhan.heisha, Zhou Fulin: Study on dynamic characteristics of base isolated high-rise building.Building Structure.39 (11): 40-42(2009) [6] Cheng Huaqun, Liu Weiqing, Wang Shuguang: Analysis of the tension of rubber bearings in the design of isolated high-rise buildings.
Journal of Earthquake Engineering and Engineering Vibration. 27(4): 161-166(2007) [7] Liu Weiqing, Wang shuguang, Lin Yong: Research on the Design Method of Base-isolated Structure of Suqian Renfang Zhihui Building.Journal of Building Structures. 26(2): 81-86(2005)

International Journal of Applied Engineering Research, 10(1), 419-430
International Journal of Computational Engineering Research (ijceronline. com) Vol, 2, 1042-1046
Masters in Civil Engineering, Capital University of Science & technology
In IOP Conference Series: Materials Science and Engineering (Vol. 422, No. 1, p. 012014).
Key Engineering Materials, 765, 349-354

[3] Dolsek M., Fajfar P., “The effect of masonry infills on the seismic response of a four – storey reinforced concrete frame – a deterministic assessment”, Engineering Structures, Volume 30, Issue 7, July 2008, pp.1991-2001
[4] Panagiotakos T.B., Fardis M.N., “Seismic response of infilled rc frames structures”, Proceedings of 11th World Conference on Earthquake Engineering; Paper No.225 - Acapulco, 1996
Part II: infilled structures”, Journal of Earthquake Engineering, 1997; vol.1, n.3: 475-503
[8] Mainstone R.J., “On the stiffness and strength of infilled frames”, Proceedings of the Institution of Civil Engineers, Supplement (IV) - London, 1971; Paper 7360S: 57-89
[10] Fajfar P., “Capacity spectrum method based on inelastic demand spectra”, Earthquake Engineering & Structural Dynamics, Volume 28, Issue 9, September 1999, pp. 979-993

Construction Engineering Department, North China Institute of Science and Technology, Beijing –East,China；2.
School of Mechanics and Civil Engineering, China University of Mining and Technology, Beijing , China hgb3468@ncist.edu.cn Key words-Large-scale public buildings; security risk; tolal life-cycle; Security risk chain; Risk management Abstract—Viewing from the life cycle of construction project, this paper aims to explore the characteristics, types and causes of life circle security risks in large public buildings on the strength of project risk management theory and the related theories of value chain.
Journal of Engineering Management, 2010, 24(1): 37-40 [7] Liu Jing, Mao Longquan.
System Engineering——Theory & Practice, 2001（10）: 1-8 [12] Wang Yuanming, Zhao Daozhi.
Study on the System Frame of Risk Evaluation in Subway Engineering [J].

Fusion Engineering and Design. 2007, 82:2035-2039
Archives of Civil and Mechanical Engineerin. 2004, 5(1):167-175
Journal of Process Mechanical Engineering, ProC ImechE, 2006, 220(3):167-179
Chinese Journal of Mechanical Engineering. 2010, 23(4): 418-427
Chinese Journal of Mechanical Engineering, 2009, 45(6):67-72.

Adie2,b 1Department of Civil Engineering, Modibbo Adama University of Technology Yola, Nigeria 2Department of Water Resources and Environmental Engineering, Ahmadu Bello University Zaria, Nigeria abandsreal27@gmail.com, bdbadie@abu.edu.ng Keywords: Biocoagulation, Corchorus olitorius, Bacterial count, Jar test.
Environmental Engineering Sciences.26:1435-1441 [23] World Health Organization, (WHO, 2006).
Global journal of researches in engineering.Chemical engineering 15(1), 6-8 .Global Journals Inc.
Global journal of researches in engineering.Chemical engineering 15(1), 10-11 .Global Journals Inc.

Study on Acoustic Emission and Failure Modes of Rock in Uniaxial Compression Test Jiliang Zhang 1,2,a, Changhong Li 1,2,b 1Key Laboratory of the Ministry of Education of China for High-efficient Mining and Safety of Metal Mines, University of Science and Technology Beijing, Beijing 100083, China 2School of Civil and Environment Engineering, University of Science and Technology Beijing, Beijing 100083, China aGene-mail@163.com, blch@ustb.edu.cn Key words: Rigid test, Acoustic emission, AE rate, Complete stress-strain curve.
So how to forecast the failure way, time, location and intensity of surrounding rock according to rock AE signals is very important to both security and economy in the mining engineering.
Then, the deformation characteristics of rock after strength peak and its engineering significance have been revealed[8].
[4] Ru Zhang, Heping Xie, Jianfeng Liu, et al.: Chinese Journal of Rock Mechanics and Engineering Vol. 25(2006), p. 2584–2588, in Chinese
[6] Xingdong Zhao, Yuanhui Li, Rueipu Yuan, et al.: Chinese Journal of Rock Mechanics and Engineering Vol. 26(2007), p. 944–950, in Chinese

Experimental Study on Hysteretic Behavior of Circular Concrete-filled Steel Bridge Piers ZHU Dong-sheng 1, a, PANG Biao 1, b 1 School of Civil Engineering & Archicture, Chongqing Jiaotong University, Chongqing, 400074, China aemail: zhu.ds@163.com, bemail: pangbiao.dancer@yahoo.com.cn Keywords: concrete-filled steel bridge pier, model test, pseudo-static test.
Engineering Structures, 1998, 20(4): 347-354
Journal of Bridge Engineering, 2004: 24-34
Journal of Bridge Engineering, 2004: 24-34.15-23
Engineering Structures, 2008, (30): 1573-1578.

Tounsi, Static stability analysis of carbon nanotube reinforced polymeric composite doubly curved micro‑shell panels, Archives of Civil and Mechanical Engineering, 21 (2021) 139.
Tounsi and et al, Effect of nonlinear FG-CNT distribution on mechanical properties of functionally graded nano composite beam, Structural Engineering and Mechanics, 78 ( 2) (2021) 117-124.
Tounsi, Porosity-dependent vibration analysis of FG microplates embedded by polymeric nano composite patches considering hygrothermal effect via an innovative plate theory, Engineering with Computers, (2021).
Engineering Science and Technology, an International Journal, 21(3) (2018) 399-407.
Taha, Low Velocity Impact of Thin Woven Carbon Fabric Composites Incorporating Multi Walled Carbon Nanotubes, International Journal of Impact Engineering, 47 (2012) 39-47.

In addition to the high strength to weight ratio and low density that characterize magnesium alloys, they have attracted more and more interest due to their other advantageous engineering properties such as, exceptional dimensional stability, high damping capacity, high recycle ability, good castability, and excellent stiffness.
Acknowledgments The authors are grateful to the Institute of Metal Forming /TU Freiberg, the MgF Magnesium Flachprodukte GmbH and ADDE “Structure Design of Novel High Performance Materials via Atomic Design and Defect Engineering” for their support.
Vogt, Archives of civil and mechanical engineering 13 (2013) 1-6. 3.
Lenard, Materials Science and Engineering A 385 (2004) 419–428. 13.
Prangnell, Materials Science & Engineering A 556 (2012) 31–42 17.