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Experimental and theoretical analysis on the load capacity of the membrane structure Yingying ZHANG1, a, Lu CHEN2, b and Qilin ZHANG1, c 1College of civil engineering Tongji University, Shanghai, China 2Shanghai Tongji Construction Quality Inspection Station, Shanghai, China azhangyingying85@163.com, bbark719@163.com, czhangqilin@mail.tongji.edu.cn Keywords: material properties, boundary fasteners, double-layer membrane, local full-size model, constitutive relationship Abstract.
Results and discussions Material properties The stress-strain curves in initial phases are nonlinear, but the material is always considered linear in the engineering application.
Acknowledgements The authors would like to acknowledge the National Natural Science Foundation of China (Grant No.90815003), National Key Technology R&D Program (Grant No.2009BAK43B06), and Kwang-Hua Fund for College of Civil Engineering, Tongji University References [1] R.B.

Stability analysis of the pile considering gravitational stress Jinzhao Fan1,a, Zhongqiu Xie1,b, Sisi Liu1,c 1College of Civil Engineering and Mechanics, Central South University of Forestry and Technology, Changsha, Hunan, P.R.China,410004.
China Civil Engineering Journal,1996,29(5):43-48
Engineering Mechanics,1987,4(l):94-105

Design Check for the Steel Gusset Plate in Tension using LRFD Method Jong Wan Hu 1,a and Hee Myung Jang 2,b 1Assistant Professor, Department of Civil and Environmental Engineering, University of Incheon, Incheon 406-840, Republic of Korea (Corresponding Author) 2Masters Course, Department of Civil and Environmental Engineering, University of Incheon, Incheon 406-840, Republic of Korea a jongp24@incheon.ac.kr, b bombshel@naver.com Keyword: Gusset Plates, Load and Resistance Factored Design (LRFD), Failure Modes, Strength Abstract.
Engineering principles based on the allowable stress design (ASD) method were previously applied to gusset palate design.

Journal of Structural Engineering-ASCE Vol. 116 (1990), p. 336-355
Department of Civil Engineering, University of California, Berkeley, California, U.S., Rep.
The Open Civil Engineering Journal Vol. 2 (2008), p. 1-8
Journal of Structural Engineering-ASCE Vol. 129 (2003), p. 1686-1697
Journal of Structural Engineering-ASCE Vol. 118 (1992), p. 2421-2438

Collapse State of Multi-Storey Masonry Walls Reinforced by Steel Ties Subjected to In-Plane Horizontal Loads Mario COMO1,a, Simona COCCIA2,b and Fabio DI CARLO3,c* 1 Former Professor, University of Rome “Tor Vergata”, Department of Civil Engineering and Computer Science Engineering, Via del Politecnico 1, 00133 Roma, Italy 2 Assistant Professor, University of Rome “Tor Vergata”, Department of Civil Engineering and Computer Science Engineering, Via del Politecnico 1, 00133 Roma, Italy 3 Postdoctoral Fellow, University of Rome “Tor Vergata”, Department of Civil Engineering and Computer Science Engineering, Via del Politecnico 1, 00133 Roma, Italy a como@uniroma2.it, b coccia@ing.uniroma2.it, c di.carlo@ing.uniroma2.it Keywords: limit analysis, no tension material, masonry multi-storey walls, steel ties, seismic action.
Imperatore, Force reduction factor for out-of-plane simple mechanisms of masonry structures, Bulletin of Earthquake Engineering. (2016)
Di Carlo, Wind strength of Gothic Cathedrals, Engineering Failure Analysis, 55(2015a) 1-25
Rinaldi, Collapse displacements for a mechanism of spreading-induced supports in a masonry arch, International Journal of Advanced Structural Engineering. 7(3) (2015) 307-320

Palm Kernel Shell as Partial Coarse Aggregate Replacement in Asphalt Mixture: Optimum Binder Content and Volumetric Properties Investigation Siti Zubaidah Mohd Asri1,a, Faridah Hanim Khairuddin1,b,*, Choy Peng Ng1,c, Noor Aina Misnon1,d, Nur Izzi Md Yusoff2,e, Ahmad Nazrul Hakimi Ibrahim2,f, 1Department of Civil Engineering, Faculty of Engineering, Universiti Pertahanan Nasional Malaysia, 57000 Malaysia 2Department of Civil Engineering, Faculty of Engineering & Built Environment, Universiti Kebangsaan Malaysia, 43600 Malaysia a3211432@alfateh.upnm.edu.my, bhanim@upnm.edu.my, ccpng@upnm.edu.my, dnooraina@upnm.edu.my, eizzi@ukm.edu.my, fnazrulhakimi@siswa.ukm.edu.my Keywords: Palm kernel shell, Coarse Aggregate, Marshall Stability, Flow, Asphalt Mixture Abstract.
Ganapathy, Engineering properties of concrete with oil palm shell as coarse aggregate, Constr.
Anifowose, Palm Kernel Shell As Partial Replacement for Fine Aggregate in Palm Kernel Shell As Partial Replacement for Fine Aggregate in asphalt, International Journal of Engineering, (2019), p. 201–204
Omoniyi, Investigation of palm kernel shell as partial replacement for aggregate in asphaltic concrete, Malaysian Journal of Civil Engineering., Vol 27 (2015), p. 223-234.

Fabric-Reinforced Cementitious Matrix (FRCM): A New Italian Guideline under development Luigi Ascione, Geminiano Mancusi, Anna D’Aponte Department of Civil Engineering, University of Salerno, Italy l.ascione@unisa.it, g.mancusi@unisa.it, adaponte@unisa.it Keywords:, FRCM, Qualification, Guideline.
In the last few years, several tests on these fibers have been carried out with the main aim of investigating a possible use in Civil Engineering.
Fourth International Conference on FRP Composites in Civil Engineering (CICE 2008), Zurich, Switzerland, 22-24 (2008)
Stress-strain model for FRCM confined concrete elements, Composites Part B: Engineering, 45 (1), 1351-1359 (2013)
Bond-slip relations for PBO-FRCM materials externally bonded to concrete, Composites Part B: Engineering, 43 (8), 2938-2949 (2012)

Khalid1,d 1Faculty of Civil Engineering, Universiti Teknologi Malaysia 81310 Johor Bahru, Johor, Malaysia. 2College of Engineering, School of Civil Engineering, Universiti Teknologi Mara, 40450 Shah Alam, Selangor, Malaysia.
In Civil Engineering Materials (pp. 65–72). https://doi.org/10.1016/b978-0-08-100275-9.00007-3
International Research Journal of Engineering and Technology, 05(04), 4410–4414. www.irjet.net
Engineering Journal of Qatar University, 5(4), 57–67
Scholars Journal of Engineering and Technology, 5(December), 655– 660. https://doi.org/10.21276/sjet.2017.5.11.8 [11] Jia, X., Ling, T.

Study on the splicing method between new and old bridges Qingmei Kong1,a, Hongju Lv1,b 1School of Civil Engineering and Architecture,Henan University,Kaifeng, China 2New Century Road and Bridge Consultation LTD.
At present our country has accumulated lots of splicing engineering experience, so the following engineering should assimilate former experience and do incessant improvement and reformation.
So widening engineering becomes another key engineering besides building new expressway.
It must refer to splicing problems between new and old bridge during expressway widening engineering.
At present, our country has accumulated lots of splicing engineering experience, so the following engineering should assimilate former experience and do incessant improvement and reformation.

User Interface Design of 1090ES Mode Embedded Ground-Based Transceiver System De-Yin Zhanga, Xiao Yub, Zhi-Yong Liuc Civil Aviation Flight University of China, 618307, China amorrisvip@cafuc.edu.cn, byuxiao825@hotmail.com, czhiyongliu@189.cn Key Words: 1090ES mode, ADS-B, GBT, Interface design, Embedded system.
Introduction A novel ADS-B airspace surveillance system is needed to meet Air Traffic Control (ATC) surveillance coverage in low flight altitude with the rapid development of civil aviation of China [1].
Currently, the data structure of 1090ES mode is widely used in the field of civil aviation. 1090ES mode is a technology based on S mode transponder [5].
DF=17 format is applied to exchange data in civil aviation field.
Computer Engineering and Applications, 2011,47(7):61-63