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Analysis in Seismic Behaviors of the Masonry-Concrete Shear Wall Ke Li a ， Guoping Chenb， Lan Tangc College of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang, 621010, Sichuan, China alikelikexi@yahoo.com.cn，bchenguoping@swust.edu.cn，ctanglanxwj@163.com Key words：Masonry-Concrete Shear Wall; ANSYS; Characteristic Stiffness Coefficients; Time History Analysis； Abstract：The masonry-concrete shear wall is a kind of new composite structure developed from the masonry wall, and the seismic behavior of it is better than the traditional one.
When the value of is at a level of a reasonable one, the bending shear type of deformation curves showed the good cooperation ability between masonry walls and concrete shear walls, and make good balance between seismic behavior and engineering costs.
Reference [1] Xiaowang Gao，Wei Xiao，He Li：Engineering Mechanics（1997,In Chinese） [2] Wanzhao Wang, Xiufeng Yang, Wei Zhou: Architectural Science(1996,In Chinese） [3] Xiaowang Gao, Gang Meng, Xiaofu Zhou: Architectural Science(1996,In Chinese） [4] Yigang Sun,Jin Zhou: industrial architecture(2005, In Chinese) [5] Xinlin Lv，Guofang Jin，Xiaohan Wu：Nonlinear finite element theory and application in Reinforced concrete structure，Tongji university Press（1997，In Chinese） [6] GB50009-2001，architectural structure loading standard, China Architecture and Building Press, Beijing, (2002, In Chinese) [7] GB50011-2001，architecture seismic design standard，China Architecture and Building Press, Beijing,(2001, In Chinese)

Tensile and Pull-Out Behavior of Steel Reinforced Grout Connectors Sara Fares1,a,*, Rebecca Fugger1,b, Stefano De Santis1,c and Gianmarco de Felice1,d 1Department of Engineering, Roma Tre University.
Acknowledgements This work was carried out within the Research Projects RIPARA Integrated systems for the seismic protection of architectural heritage (2021-2023) funded by Regione Lazio (2021-2023) and ReLUIS (2019-2021), funded by the Italian Department of Civil Protection (2019-2021).
Funding is also acknowledged from the Italian Ministry of Education, University and Research (MIUR), in the frame of the Departments of Excellence Initiative (2018-2022), attributed to the Department of Engineering of Roma Tre University.
Lessons learned on the tensile and bond behaviour of Fabric Reinforced Cementitious Matrix (FRCM) composites, Front Built Environ, section Earthquake Engineering (2020) 6:5

Comparative Study on Commercial and Corn Cobs Activated Carbon for Removal of Congo Red Dye K.R.Leelavathy1,a, V.Nageshwaran2,b*, M.Bharathi3,c 1,2*Assistant Professor, Department of Civil Engineering, University College of Engineering Tindivanam, Melpakkam, Tindivanam, Tamil Nadu, India. 3Student of M.E.
Environmental Engineering, 1st Year, Centre for Environmental Studies, Anna University, Guindy, Chennai, Tamil Nadu, India.

Introduction Nowadays, in the field of Civil engineering the demand is growing for materials that can eliminate accumulation of static electricity in buildings and structures, as it interferes with the use of electronic equipment.
[6] Hongbo Liu, Kun Liu, Zhu Lan, Dashuang Zhang - Mechanical and Electrical Characteristics of Graphite Tailing Concrete /Advances in Materials Science and Engineering Volume 2018, Article ID 9297628, 9 pages [7] G.
[10] Tokarev Y., Ginchitsky E., Sychugov S., Krutikov V., Yakovlev G., Buryanov A., Senkov S. - Modification of gypsum binders by using carbon nanotubes and mineral additives/ In the collection: Procedia Engineering 12.

Holmer3,d, TASHIMA Mauro M.4,e and PAYÁ Jordi2,f 1Universitat Jaume I, Department of Mechanical and Building Engineering, Castelló de la Plana, Spain 2Universitat Politècnica de València, Science and Technology Concrete Institute, Valencia, Spain 3University of São Paulo, Department of Biosystems Engineering, Pirassununga, SP, Brazil 4Universidade Estadual Paulista, Department of Civil Engineering, Ilha Solteira, SP, Brazil alreig@uji.es, bvborrachero@cst.upv.es, cjmmonzo@cst.upv.es, dholmersj@usp.br, emaumitta@gmail.com, fjjpaya@cst.upv.es *corresponding author Keywords: Ceramic Waste, Pozzolan, Alkali Activation, Mechanical Strength.

Characterization of a Ceramic Powder Surface by Contact Angle Measurements and Infrared Spectroscopy Bram Neirinck1,a, Dimitri Soccol1,b, Jan Fransaer2,c, Omer Van der Biest1,d and Jef Vleugels1,e 1K.U.Leuven, Dept. of Metallurgy and Materials Engineering, Kasteelpark Arenberg 44, B3001 Heverlee, Belgium abram.neirinck@mtm.kuleuven.be, bdimitri.soccol@mtm.kuleuven.be, cjan.fransaer@mtm.kuleuven.be, domer.vanderbiest@mtm.kuleuven.be, ejozef.vleugels@mtm.kuleuven.be Keywords: Contact angle; Surface energy; Diffuse Reflectance Infrared Fourier Transform spectroscopy (DRIFT); Capillary Rise Wetting Abstract.
Experimental procedure Powder pellets were prepared by subsequently pressing 10 g of α-Al2O3 powder (SM8, Baikowski) uniaxially in 15 mm diameter graphite die using 5 kN of force and cold isostatic pressing (Engineered Pressure Systems International, Belgium) at 200 MPa.
Gratitude is extended to the Chemical and Civil Engineering Departments of K.U.Leuven for surface tension and mercury intrusion porosimetry measurements.

Influences of the γ′ Phase on the Mechanical Properties of a Nickel-Based Single Crystal Superalloy Xiao-Yan Wang1,a, Meng Li2,b, Zhi-Xun Wen3,c 1,2,3School of Mechanics, Civil Engineering and Architecture, Northwestern Polytechnical University, Xi’an 710072, China 1School of Science, Xi’an Shiyou University, Xi’an 710065, China ashiyouwxy@126.com, bmengli1377@mail.nwpu.edu.cn, cfanran@nwpu.edu.cn Keywords: nickel-based single crystal; cooling rate; precipitation and dissolution of γ´ phase; tensile properties Abstract: After solid solution treatment at 1335℃ for 4 hours and cooling to room temperature at different rate, the nickel-based single crystal superalloy were made into three kinds of nickel-based single crystal superalloy materials containing different size γ′ phases, respectively.
Materials Science and Engineering, 1979, 37(3):237-247
Journal of Materials Engineering and Performance, 1993, 2(5):745-758

International conference on Advanced Characterisation of Pavement and Soil Engineering, Athens, Greece
Department of Transportation, Faculty of Civil Engineering, University of Zagreb, Zagreb, Croatia
Monitoring of experimental sections with recycled waste materials. 5th international conference on structural engineering, mechanics and computation.

Investigation on Material under Accelerated Simulator Environment in Laboratory and Tropical Marine Environment of Aircraft Structure Yueliang Chen1,a ,Jianjun Hu2,b, Guixue Bian2,c,Yong Zhang1,d,Hao Luo2,b 1Qingdao Branch, Naval Aeronautical Engineering Academy, Qingdao,Shandong,266041, China 2Postgraduate team, Naval Aeronautical Engineering Academy, Yantai,Shandong,264001, China acyl0532@sina.com, bqdernest@sina.com, cbianguixue@163.com, dzhangyong308@126.com.
Comparing to civil aircrafts and Air Force aircrafts, the corrosion of Navy aircrafts is in severity, which strongly affect the safety and life.
[In Chinese] [6] Xiaoming Tan, Zhitao Mu, Danfeng Zhang, Yueliang Chen: Equipment Environmental Engineering, Vol.5(2008),p. 9 [In Chinese] [7] Sheikh A K, Booh J K, Hansen D A: Corrosion,Vol.46(1990),p. 190

Yuan1,d 1MOE Key Laboratory of Mechanical Manufacture and Automation, Zhejiang University of Technology, Hangzhou 310000, China 2School of Mechatronics Engineering, Harbin Institute of Technology, Harbin 150001, China 3School of Energy and Civil Engineering, Harbin University of Commerce, Harbin 150028, China aemail: richelaw@163.com, bemail: yljtj@hit.edu.cn, cemail: wyyh@hit.edu.cn, demail: jlyuan@zjut.edu.cn Keywords: Near-field optical tweezers; Three-dimensional FDTD; Maxwell stress tensor; Field enhancement; Trapping force Abstract.
Terutake: Precision Engineering, Vol. 33 (2009), pp.235-242