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Indeed, crashworthy fuselage is considered of main concern for occupants’ survivability in civil aircrafts during a crash event [2-7].
Theoretical Background The “in service” engineering material performances at “complex structural components level” can be substantially different from the “material level” ones found by characterization campaigns on strength and stiffness properties.
A comparative study of the crashworthiness of civil aircraft with different strut configurations.
Key Engineering Materials, 1998; 143 PART II: 585-620
Engineering Structures, 2009; 31(5): 1132-1140

New Bolted End-Plate Connection Design Jong Wan Hu 1,a , Jun-hyuk Ahn2,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 kagames86@hanmail.net (Corresponding Author) Keyword: End-plate connection, Load resistance factored design (LRFD), Tension bolts, Strength model Abstract.
Introduction Many failures of fully welded moment connections during the 1994 Northridge and 1995 Kobe earthquakes have quickly the engineering community to check alternative connection types.
Conclusion The main purposes of this paper were to develop design for engineers to use to predict design of end-plate connections.

Influence of Bending-Twisting Coupling Deformation on Pure Bending Strength and Fracture Morphology of CFRP Angle-Ply Laminate Kazuki Terasaki1,a,*, Kiyotaka Obunai 2,b and Kazuya Okubo2,c 1Graduate School of Doshisha University, Kyotanabe, Kyoto 610-0394, Japan; 2Department of Mechanical Engineering, Doshisha University, Kyotanabe, Japan actwf0580@mail4.doshisha.ac.jp, bkiobunai@mail.doshisha.ac.jp, ckokubo@mail.doshisha.ac.jp Keywords: CFRP, angle-plied laminate, bending-twisting coupling deformation, pure bending, Classical laminate theory Abstract.
Voggenreiter, Materials Science and Engineering A 527, 2010 [5] Takashi Matsumoto, Ikuma Ishizawa, and Kenta Kondo, Civil Engineering Society Paper Series A2, Vol.74, No.2, 2018 [6] Hiroki Sakuraba, Takashi Matsumoto and Toshiro Hayashiwa, Civil Engineering Society Paper Series A2, Vol.68, No.1, 2012 [7] O.

The Life Cycle Management and Evaluation of Equipment Maintenance Quality Zhen Zhang1, a, Jun Chen2,b, Bin Peng3,c and Yonggang Zuo4,d 1 Dept. of Petroleum Supply Engineering, LEU, Chongqing, China 2 Dept. of Petroleum Supply Engineering, LEU, Chongqing, China 3 Sinopec Jiujiang, Jiangxi Branch Military Representative Office, Jiangxi, China 4 Dept. of Petroleum Supply Engineering, LEU, Chongqing, China a zh165zh@sina.com, bcj73148@sina.com, czhaowen1234567@163.com, dzyg938@163.com Keywords: Equipment, Maintenance Quality, the Life Cycle Management, Multi-level Fuzzy Comprehensive Evaluation Abstract: The maintenance activity of the equipment is the basis and supports that ensure the intact rate of the equipment and adequately giving play to its capability, to insure the high efficiency of maintenance activity, it is imperative that implement the life cycle management and many positions evaluation for maintenance quality.
References [1] Chunlin Sun, Civil Aviation Maintenance Quality Management.
Beijing: Civil Aviation Press of China (2001).
Modern Manufacturing Engineering (2005).

Residual Stress in Cold-Formed Steel Members, Journal of Structural Engineering. 1990, 116(6)
［5］ ZhaoFeng and LiChenyu, Applying Electrochemical Erosion Method to the Test of Residual Stress of Cold-formed Thin-wall Steel Members, Research on Steel Structural Engineering, Journal of Civil Engineering, Vol.3, 2000 ［6］ GuoYanlin,A Theoretical and Experimental Study on the Relevant Action of local and whole Stability of Cold-formed thin-wall Steel Columns, Journal of Civil Engineering 1991,(3)

Comparison of bearing capacity of H-Shaped Members with Corrugated web of different wave forms Lili Wu1, a, Kaifeng Guo2, b, Bide Li3,c,Xiaolin Fu4,d,Zhenjin Su5,e, Huimin Wu6,f,Chuanjiang Zhou7,g 1School of Mechanics and Civil Engineering, China University of Mining and Technology, Beijing, 100083, China 2State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Beijing, 100083, China ajennywll@163.com,b791367846@qq.com Keywords: Waveform web; Section bearing capacity; stress distribution; force Abstract: In this paper, according to the method of keeping wavelength the same, while the amplitude and unfolding length approximately equivalent, trapezoidal wave is transformed into sine wave.
Journal of Engineering Mechanics. 1992, 133(3):347-355
Journal of Architecture and Civil Engineering. 2012, 29(2):111-117.

The effect of centrifugal force and Coriolis force on vehicle-flexible bridge vertical vibration Xiao Xiang, Ren Wei-Xin and He Wen-Yu School of Civil Engineering & Architecture, High-speed Railway Construction Technology National Engineering Laboratory,Central South University,Changsha, Hunan 410075,P.R.
Introduction The dynamic response of railway bridge under moving loads is always an interesting topic in the field of civil engineering, and establishing dynamic model of the vehicle-bridge system is the most critical step, which has caused numerous researchers to study.
Engineering structures, 2001, 23: 452-469

Dynamic Interaction Between The Pile Groups And Layered Poroelastic Half Space To Harmonic Axial Loads Chen Xue-Jiaa , Xu Man-qingb Department of Civil Engineering, Nanchang Institute of Technology, Nanchang, Jianxi, 330029, China aemail: jxchen1972@126.com, bemail: xmq418@163.com Keywords: Biot’s theory; saturated half space; pile groups; transmission and reflection matrices (TRM) method.
It is worth noting that as the TRM method was developed and is well known in seismology community, it is not well known in the civil engineering.
Proceedings of the ASCE Specially Conference on Earthquake Engineering and Soil Dynamics, Pasadena, CA II; 1978, 1024–41
Soil Dynamics and Earthquake Engineering, vol. 23(2003), p.235–242.

Effect of Materials Characteristics on Average Crack Spacing of Reinforced Concrete Specimen Juanxia Zhang1,a*, Xianzhang Guo1,b , Zhengzhao Liang2,c, Yafang Zhang3,a (1 Northeastern University at Qinhuangdao, Hebei, Qinhuangdao, China, 066004) (2 Department of Hydraulic and Civil Engineering of Dalian University of Technology, Dalian, China, 116024) (3 School of Civil Engineering of Guangzhou University, Guangzhou, China, 510405) a zhang_juanxia@126.com, bguoxianzhang@126.com , c Z.Z.Liang@163.com Keywords: Numerical test; reinforcement concrete, crack distribution, 3D Abstract.
The problem of analyzing reinforced concrete structural members for the formation and growth of cracks is still one of the difficult tasks in the field of structural concrete engineering [1].
Peng: Materials Science and Engineering A.

Mechanical Properties of Reproduced Historic Mosaic Mortar Pavla BAUEROVÁ1,2a, Pavel REITERMAN3,b*, Magdalena KRACÍK ŠTORKÁNOVÁ4,c and Martin KEPPERT1,d 1Czech Technical University in Prague, Faculty of Civil Engineering, Department of Materials Engineering and Chemistry, Thákurova 7, 166 29 Praha, Czech Republic 2Institute of Theoretical and Applied Mechanics of the Czech Academy of Sciences, Prosecká 809/76, 190 00 Prague, Czech Republic 3Czech Technical University in Prague, Faculty of Civil Engineering, Experimental Centre, Thákurova 7, 166 29 Praha, Czech Republic 4Art & Craft Mozaika, z.s., Kapitulní 103/19, 252 62 Únětice, Czech Republic apavlabau@centrum.cz, bpavel.reiterman@fsv.cvut.cz, cmozaikart.cz@gmail.com, dmartin.keppert@fsv.cvut.cz Keywords: Linseed oil; mechanical properties; historic mortars.
Keppert, Lime mortars with linseed oil: engineering properties and durability, Revista Romana de Materiale / Romanian Journal of Materials 51(2) (2021) 239-246.