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Online since: February 2020
Authors: Cosmin Mihai Miriţoiu, Marius Marinel Stănescu, Dumitru Bolcu, Alina Elena Romanescu, Daniela Florentina Tărâţă, Cristian Oliviu Burada
The analyzed composite bars can be used in the next engineering areas: ship floor building, plane floor building, bus floor building, the construction of concrete forming, planes or vehicles bodies building, low weight frames that must have high vibration damping capacity and so on.
Introduction Polystyrene is a plastic material widely used in civil buildings for thermal, acoustical and vibration isolations [1,2].
The analyzed composite bars can be used in the next engineering areas: ship floor building, plane floor building, bus floor building, the construction of concrete forming, planes or vehicles bodies building, low weight frames that must have high vibration damping capacity and so on.
Introduction Polystyrene is a plastic material widely used in civil buildings for thermal, acoustical and vibration isolations [1,2].
The analyzed composite bars can be used in the next engineering areas: ship floor building, plane floor building, bus floor building, the construction of concrete forming, planes or vehicles bodies building, low weight frames that must have high vibration damping capacity and so on.
Online since: July 2014
Authors: Pavel Reiterman, Petr Konvalinka, Ondřej Holčapek
Mechanical and Rheological Properties of Aluminous Cement under High Temperatures
Ondřej Holčapek1,a, Pavel Reiterman1,b and Petr Konvalinka1,c
1Experimental Centre, Faculty of Civil Engineering, CTU in Prague, Thákurova 7, 166 29,
Prague 6, Czech Republic
aondrej.holcapek@fsv.cvut.cz, bpavel.reiterman@fsv.cvut.cz, cpetr.konvalinka@fsv.cvut.cz
Keywords: aluminous cement, rheological properties, tensile strength in bending, compressive strength, high temperatures.
Konvalinka: Mix design of UHPFRC and its response to projectile impact, International Journal of Impact Engineering, pp. 158-163 (2014) [2] R.
Konvalinka: Mix design of UHPFRC and its response to projectile impact, International Journal of Impact Engineering, pp. 158-163 (2014) [2] R.
Online since: August 2013
Authors: Lian Xiang Li, Ying Jie Zheng, Bin Fang
Analysis influence of pile embedded depth and diameter on pile tip resistance
Yingjie Zheng 1, a, Bin Fang 2,b and Lianxiang Li 1,c
1School of Civil Engineering, Shandong University, Jinan, Shandong, 250061, China
2 Management Office of Hebei Province Engineering Construction Standardization, Shijiazhuang, Hebei, 050052, China
azhengyingjie@sdu.edu.cn, bheaton80811@163.com, cjk_doctor@163.com
Keywords: Pile tip resistance, Initial stiffness, Bearing capacity, P-S curve, FEM
Abstract.
Online since: September 2013
Authors: Shui Sheng Chen, De Shan Wang
Research on the Modal Damping Ratio for Stay Cable With Viscoselasticity Damper in Cable-Stayed Bridges
ShuiSheng Chen1,a DeShan Wang2,b
1Department of Civil Engineering, East-China Jiaotong University, NanChang, 330013, P.R.
Benito M.Pacheco, Yozo Fujino, Ajai Sulekh, Estimation Curve for Modal Damping in Stay Cables with Viscous Damper, Journal of Structural Engineering, Vol.119(6),1993 [2].
Benito M.Pacheco, Yozo Fujino, Ajai Sulekh, Estimation Curve for Modal Damping in Stay Cables with Viscous Damper, Journal of Structural Engineering, Vol.119(6),1993 [2].
Online since: August 2013
Authors: Fatih Suleyman Balik, Serra Zerrin Korkmaz, Mehmet Kamanli, Fatih Bahadir, Mevlut Yasar Kaltakci, Hasan Husnu Korkmaz, Alptug Unal
Strengthening of Reinforced Concrete Frames Not Designed According to TDY2007 With External Shear Walls
Alptug Unal1,a, Mevlut Yasar Kaltakcı1,b , Fatih Suleyman Balik2,c ,
Hasan Husnu Korkmaz1,d , Fatih Bahadir2,e , Serra Zerrin Korkmaz3,f,
Mehmet Kamanli1,g
1Selcuk University Engineering Faculty Civil Engineering Department, Turkey
2Selcuk University Eregli High School, Turkey
3Selcuk University Architectural Faculty, Turkey
aalptugunal@selcuk.edu.tr, bmykal@selcuk.edu.tr, cfsbalik@selcuk.edu.tr, dhhkorkmaz73@hotmail.com, efbahadir@selcuk.edu.tr, fserra76@hotmail.com, gmkamanli@selcuk.edu.tr
Keywords: Earthquake, behavior, exterior shear wall, strengthening, design and construction mistakes
Abstract.
Online since: August 2013
Authors: Li Ping Li, Shuai Fan
Comprehensive Use of Renewable Energy In Building
Liping Li 1, a, Shuai Fan1,b
1Department of Architecture, Faculty of Civil Engineering and Architecture ,
Kunming University of Science and Technology, Kunming ,China
allping402@hotmail.com , balbertfan123@hotmail.com
Keywords: building envelope structure; solar energy; natural air conditioning; plant
Abstract.
Originally, the building engineer’s idea is that the function of a traditional envelope avoid principally the negative effects of the sun, wind, rain and so on to buildings.
Originally, the building engineer’s idea is that the function of a traditional envelope avoid principally the negative effects of the sun, wind, rain and so on to buildings.
Online since: January 2013
Authors: Yu Lai Han, Zhen Qing Wang, Jia Lei Li, Zhu Ju
Flexural-Torsional Buckling Analysis of Steel Beams under Transverse Loads in High Temperature
Zhenqing Wang 1, a, Jialei Li 1, b, Yulai Han 1, c, Zhu Ju 1, d
1 College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China
E-mail: awangzhenqing@hrbeu.edu.cn, b1214601223@qq.com, chanyulai1969@126.com (corresponding author), djuzhu_zz@126.com.
Online since: August 2014
Authors: Xing Han, Xue Wei Wang, Bao Shan Xiang
Numerical Simulation Method of Track Irregularities Based on Secondary Filtering
XIANG Baoshan1,a ,HAN Xing 1,b,WANG Xuewei 1,c
1 School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China
aemail,baoshanxiang2009@163.com, bemail,hanxing1122@163.com,cemail, wxw5778@163.com
Keywords: track irregularity; secondary filtering method; trigonometric series method; numerical simulation;
Abstract.
Journal of Traffic and Transportation Engineering, 2006,6(1):30-33
Journal of Traffic and Transportation Engineering, 2006,6(1):30-33
Online since: August 2016
Authors: Shao Jie Tian, Hong Gang Lei, Xu Yang, Chao Zhang
The Fatigue Properties of the M27 Higher Strength Bolt
in the Grid Structure with Bolted Spherical Joints
Zhang Chao1, a, Lei Hong-gang1*, Tian Shaojie2, Yang Xu1
1College of Architecture and Civil Engineering, Taiyuan University of Technology,
Taiyuan, Shanxi,China
aarsenalzc@126.com
Keywords: Bolted spherical joints, Stress concentration, Fatigue experiment
Abstract.
Engineering Procedures The Design of Fatigue Test Specimen.
Engineering Procedures The Design of Fatigue Test Specimen.
Online since: July 2017
Authors: Sergey Aizikovich, Leonid A. Igumnov, Andrey Petrov
Introduction
Mechanics of advanced materials, such as poro-, visco- or poroviscoelastic materials, is relevant to geophysics, geo - and biomechanics, seismology, physical chemistry, petroleum engineering etc.
Adam (Eds), Poromechanics V, American Society of Civil Engineers, Reston, 2013, pp. 853-861
Adam (Eds), Poromechanics V, American Society of Civil Engineers, Reston, 2013, pp. 853-861