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1 The Analysis of Non-Linear Seismic Response of an Infilled Frame Structure in Yingxiu Town - The Heavy Disaster Areas of Wenchuan 8.0 Earthquake Peilei Yan 1, a , Baitao Sun 2,b , Hongfu Chen 2,c 1College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China 2 Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China a Yanpeilei325@sohu.com , bsunbt@iem.net.cn, cchen-hongfu@163.com Keywords: Wenchuan earthquake; Infilled frame structure; the analysis of non-linear seismic response; Time history analysis Abstract.
On 12 May 2008, a magnitude 8.0 earthquake happened in Wenchuan, China .It was the most serious earthquake in china since 1949, causing very huge casualties and engineering damages.
In the earthquake, it was destroyed most seriously, and the engineering damage was characteristic.
Description of the building and the engineering seismic damage The complex building was built in 2005.The area is 3618.3 ㎡.
Earthquake engineering and engineering vibration. 2008,28(5):1-9

A Review on Application of Machine Learning Techniques in Seismic Analysis of Timber Structures Syed Ashraf Abbas1,a* Department of Civil Engineering, NED University of Engineering and Technology, Karachi, Pakistan aabbas.pg3700921@cloud.neduet.edu.pk Keywords: Machine Learning, Seismic Analysis, Timber Structures, Numerical Modelling.
In the last two decades, great progress in Machine Learning can be seen in various fields of structural engineering including seismic analysis.
This paper focuses on the cross filed of Machine Learning (ML) and seismic engineering.
Özay, “Seismic Performance Assessment of Reinforced Concrete Building Stock Using Artificial Neural Network and Linear Regression Analysis BT - Sustainable Civil Engineering at the Beginning of Third Millennium,” 2024, pp. 374–386
Ludian, “Seismic vulnerability assessment model of civil structure using machine learning algorithms : a case study of the 2014,” Nat.

Project Management Factors Affecting Green Building Projects: Case Study of Singapore Yuanyuan Li1,a, Po-Han Chen2,b, David Ah Seng Chew3,c, Chee Chong Teo3,d and Youquan Xu1,e 1 School of Management Engineering, Shandong Jianzhu University, Fengming Road, Jinan, Shandong, China 250101 2 Department of Civil Engineering, National Taiwan University, Roosevelt Road, Taipei, Taiwan 10617 3 School of Civil and Environmental Engineering, Nanyang Technological University, Nanyang Avenue, Singapore 639798 asdjnliyuanyuan@163.com, bpohanchen@ntu.edu.tw, ccaschew@ntu.edu.sg, dteocc@ntu.edu.sg, eyqxu@sdjzu.edu.cn Keywords: Project management factors, Green Building, Green Mark, Singapore Abstract.
In the design team, architects generally design the aesthetic look of a building, while the engineers materialize it.
Without the support of engineers, architects may select super clear glass for retail units at ground floor, resulted ETTV score below platinum standard.
In project C, architects and engineers worked closely together in the design of green roof and rain water harvesting system.
Ding: Journal of Construction Engineering and Management, Vol. 137 (2011), p. 1153-1164

Study on the Physics and Mechanical Properties of freeze-thaw Soil and undisturbed Soil Guangwei Zhao 1, a, Jinghui Dai 1,b 1 School of Energy and Civil Engineering, Harbin University of Commerce Harbin, 150028, China a 13703608860@126.com, b enya_dai@126.com Keywords: Freeze-thaw soil, Undisturbed soil, Physics and mechanical properties, Mild clay.
The parameter of the undisturbed soil cannot be used simply in the engineering for the characteristics varied considerably.
So the physics and mechanical characteristics of freeze-thaw soil are very important in the freezing method engineering.
The Experimental Method and Processes The mild clay samples are obtained from ±0~-15m below the ground of some engineering.
The fine sand with mild clay samples are obtained from -15~-20m below the ground of the engineering[1-3].

A Study on Micro Pile Reinforcement Technology for the Accumulative landslide of Expansive Soil Hui He1,a, Yue Xu2,b, Zhaozhao Huang2,c, Zhi Li2,d 1College of Civil Engineering,Xi’an technological university,Xi’an,shaanxi 710036 China 2College of Civil Engineering,Xi’an technological university,Xi’an,shaanxi 710036 China aHehui710032@163.com,b xuyuexa@163.com ,chzzxab@163.com ,d lizhi1d@163.com Keywords: accumulative, landslide,expansivesoil,micro pile,failure mode,design technique Abstract.This paper studies the micro pile technology for the accumulative landslide reinforcement of expansive soil, putting forward the three failure modes of the micro pile strengthening accumulative landslides of expansive soil and design principles of the micro pile, and then illustrating its calculation methods.
Experience about engineering and project has shown that the ratio of grouting is around between 1.6 ~ 3.5.
(8)Engineering applications The anti-slide technology for micro piles are applied into the design of 22 small-scale landslides control engineering in southern mountains of Shaanxi Province for 5 years since 2009, which have gained lots of social and economic benefits.
(In Chinese) [3] YuZheng.The Development of Micro Pile in Foreign Countries[J].Port Engineering,1990,(5):43-49.
Engineering Survey,2010,（1）:19-22.

Preface The 3rd International Conference on Material Science and Engineering Technology (3rd ICMSET 2019) was taken place in Saipan, USA, during March 15-17, 2019.
Jongwan Hu Incheon National University, Department of Civil and Environmental Engineering Incheon Disaster Prevention Research Center Secretary Hongki Son Incheon Disaster Prevention Research Center Associate Editors Prof.

Ground Settlement in Urban Structures Exposed to Geo-Environmental and Anthropic Hazards: A Case Study for Galati City DOBRESCU Cornelia-Florentina1, a *, CALARASU Elena-Andreea2,b and CRAIFALEANU Iolanda-Gabriela3,c 1National Institute for Research and Development in Construction, Urban Planning and Sustainable Spatial Development, Bucharest INCERC Branch, Romania 2National Institute for Research and Development in Construction, Urban Planning and Sustainable Spatial Development, Bucharest INCERC Branch, Romania 3Technical University of Civil Engineering Bucharest, National Institute for Research and Development in Construction, Urban Planning and Sustainable Spatial Development, Bucharest INCERC Branch, Romania aemail: cornelia.dobrescu@incd.ro, bemail: andreea.calarasu@gmail.com, cemail: i.craifaleanu@gmail.com Keywords: ground settlement, geo-environmental hazard, sensitivity to wetting Abstract.
Introduction Loess deposits are considered at global scale as one of the major geo-hazards to built environment due to damage in engineering structures and infrastructures caused by large ground settlements [1, 2].

Yuand Faculty of Civil Engineering, Universiti Teknologi Malaysia, Johor Bahru, Malaysia aabdulawal@utm.my, bmajid@utm.my, csmshirazi@gmail.com, dyuan@gmail.my Keywords: Concrete, Glass fibre, Palm oil fuel ash, Modulus of elasticity, Creep and Shrinkage.
Introduction Concrete is the most widely used material in various civil engineering structures all around the world due to its high workability, strength, and durability.
[4] Sujivorakul, C., Jaturapitakkul, C. and Taotip, A., Utilization of fly ash, rice husk ash, and palm oil fuel ash in glass fiber–reinforced concrete, Journal of Materials in Civil Engineering ASCE, 23 (9), 1281-1288, 2011
M., Properties of fresh and hardened glass fiber reinforced fly ash based geopolymer concrete, Key Engineering Materials, 594-595, 629-633, 2014

The Effects of Moisture and Temperature variations on the long term durability of polymer concrete Ricardo Barbosa1,a, Kurt Kielsgaard Hansen2,b, Bent Grelk1,c and Esben Wibholm3,d 1 RAMBØLL, Hannemanns Alle 53, 2300 Copenhagen S, Denmark 2 Department of Civil Engineering, Technical University of Denmark, Brovej, Building 118, 2800 Kgs.
This study establishes a basis to better understand the behaviour of one polymer concrete material (ortho polyester) and to provide information on various engineering properties.
Thomassen, Dynamic Load on Polymer Concrete Specimens, Department of Civil Engineering, Technical University of Denmark, MSc thesis, 2012 (in Danish)
Juhlin, Polymer Concrete exposed to Temperature and Moisture Variations, Department of Civil Engineering, Technical University of Denmark, MSc thesis, 2011 (in Danish)

Theoretical and Experimental Research on Compressive Strength of High Fly-ash Content Concrete Ai Hongmei1, a, Wang Lijiu1, b, Wei Jingjing1, c, Bai Junying1, d, Lu Puguang1, e 1School of Civil Engineering, Dalian University of Technology, Dalian, P R China,116024 aahm_lxp@yahoo.com.cn, bbmwlj@dlut.edu.cn, cweijingchina@163.com, d370571516@qq.com, e394719209@163.com Keywords: high fly-ash content concrete (HFCC); compressive strength; cementitious coefficient; actual water-binder ratio; micro-aggregate-binder ratio Abstract.
Proceedings of the Institution of Civil Engineers, Vol. 36, p.769-790.
Journal of Earthquake Disaster Mitigation Engineering, Vol. 30, supp1 (2010), p.365-368.
The Fifth Symposium of High Strength and High Performance Concrete Committee of China Civil Engineering Society, Vol. 15 (2004), p.118-122.