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International Journal Of Core Engineering & Management , 2348-9510
International Journal of Engineering Science and Technology, 5959-5965
The Twelfth East Asia-Pacific Conference on Structural Engineering and Construction (pp. 805-813).
International Conference on Structural Engineering and Construction Management (pp. 192-199).
Kandy: Deparment of Civil Engineering, University of Peradeniya

Proposal of a modal pushover based incremental analysis Bergami Alessandro Vittorio 1, a *, Xu Liu2,b and Nuti Camillo 3,c 1 University Roma Tre, Dept. of Architecture, Largo Marzi 10, Rome (Italy) 2 Shanghai Municipal Engineering design institute (Group) CO.LTD, Shanghai (China) 3 University Roma Tre, Dept. of Architecture, Largo Marzi 10, Rome (Italy); Visiting Professor, University of Fuzhou, College of Civil Engineering, Fuzhou (China) aalessandro.bergami@uniroma3.it, bliuxu042680@126.com, ccamillo.nuti@uniroma3.it Keywords: seismic capacity, capacity curve, pushover, modal pushover, IDA Abstract.
Hence, Nonlinear Static Procedures (NSP) attract the attention of both practicing engineers and the research community since are more practical and faster to be implemented.
References [1] Vamvatsikos, D. and Cornell, C.A., “Incremental dynamic analysis,” Earthquake Engineering & Structural Dynamics, 31(3), 2002, 491-514
[4] Chopra, A.K. and Goel, R.K., “A modal pushover analysis procedure for estimating seismic demands for buildings,” Earthquake Engineering & Structural Dynamics, 31(3),2002, 561-582
[6] Freeman, S.A., “The Capacity Spectrum Method as a Tool for Seismic Design,” Proceedings of the 11th European Conference on Earthquake Engineering,1998, Paris, France, January

Materials Science and Engineering, A423(2006), 331-342 [3] J.
Bushroa, A.Babaei, Materials Science and Engineering, A563(2013), 193-198 [5] K.
Materials Science and Engineering A528 (2011) 1478-1484 [8] C.Z.
Materials Science and Engineering, A 459 2007, 303-308 [9] Patent no PL 203220 B1
Archives of Civil and Mechanical Engineering,13(2013), 7-13

Al-Ani1,a* 1Department of Civil engineering, University of Baghdad, Baghdad, Iraq aAliaa_falah@yahoo.com Keywords: Silica fume, asphalt concrete, moisture damage, tensile strength, punching shear.
Al-Zubaidi, Resistance to moisture damage of recycled asphalt concrete pavement, Journal of Engineering. 2015; 21 (5), pp. 48-57
Al-Qablan, Performance of Asphalt Mixes Containing RAP, Jordan Journal of Civil Engineering. 2008; 2 (3), pp. 218-227
Ignatiuk, Evaluation of Different Mineral Filler Aggregates for Asphalt Mixtures, In IOP Conference Series: Materials Science and Engineering, 245(2), p. 022042.
Amirkhanian, Lab investigation of moisture damage in rubberized asphalt mixtures containing reclaimed asphalt pavement, International Journal of Pavement Engineering, 2009, 10 (5), pp. 319-328.

We wish to extend our appreciation and thanks to the technicion at civil engineering labaratory for her support, assistance, and encouragement.
Kambole, Engineering Characteristics and Potential Increased Utilisation of Sawdust Composites in Construction—A Review, Journal of Building Construction and Planning Research. 7.3 (2019) 59-88.
Pérez, Mechanical behavior of mortar reinforced with sawdust waste, Procedia engineering. 200 (2017) 325-332. https://doi.org/10.1016/j.proeng.2017.07.046
Khaleel, Effect of wood waste as a partial replacement of cement, fine and coarse aggregate on physical and mechanical properties of concrete blocks units, International Journal of Integrated Engineering. 11.8 (2019) 229-239. https:// doi:10.30880/ijie.2019.11.08.023 [8] B.
Mamuda, Sawdust ash as powder material for self-compacting concrete containing naphthalene sulfonate, Advances in Civil Engineering. (2014). http://dx.doi.org/10.1155/2014/129276 [11] C.

Removal of Copper (II) Ion: Effect of Polysulfone Support Thickness Norin Zamiah Kassim Shaari*, Nurul Aida Sulaiman, Soraya Nanis Hamdan Faculty of Chemical Engineering, UniversitiTeknologi MARA, 40450 Shah Alam, Selangor, Malaysia.
Copper is an important engineering metal which is widely used for various engineering purposes.
Distilled water and deionized water was obtained from the environmental laboratory, Faculty of Civil Engineering, UiTM Shah Alam. 2.1.2 Preparation of thin film composite membrane The materials required for the preparation of composite membrane were obtained from Sigma Aldrich, Malaysia.
Acknowledgement The authors would like to thank Faculty of Civil Engineering, UiTM Shah Alam for allowing us to conduct wastewater analysis in the laboratory.
Kobayashi, Removal of trace-amount mercury from wastewater by forward osmosis, Journal of Water Process Engineering, 14 (2016) 108-116

Millard, ‘Weakest link and localization WL2: a method to conciliate probabilistic and energetic scale effects in numerical models’, European journal of environmental and civil engineering (2014)
Van Mier, ‘Experimental investigation of size effect in concrete and sandstone under uniaxial tension’, Engineering fracture mechanics 65 (2000), p. 165-188
Bažant, ‘Universal size-shape effect law based on comprehensive concrete fracture tests’, Journal of engineering mechanics 140 (2014), p. 473-479
Hubler, ‘Comprehensive concrete fracture tests: Description and results’, Engineering fracture mechanics 114 (2013), pp 92-103 [10] X.
Shi, ‘Study on the heterogeneity of concrete and its failure behavior using the equivalent probabilistic model’, Journal of materials in civil engineering 2011; 23: 402-13

Controlled Mass Transportation on Nanotubes by Strain and Thermal Gradient: A Molecular Dynamics Study Renliang Zhang1,2,a *, Songyuan Li2,b, Yaolong Li2,c, and Meifen Wang1,2,d, * 1Key Laboratory of Mechanical Reliability for Heavy Equipments and Large Structures of Hebei Province, Yanshan University, Qinhuangdao 066004, China 2School of Civil Engineering and Mechanics, Yanshan University, Qinhuangdao 066004, China azhrleo@ysu.edu.cn, b1320133597@qq.com, c207129951@qq.com, dmeifenwang@ysu.edu.cn Keywords: Nanomotor, Thermal gradient, Axial strain, Thermophoretic force, Molecular dynamics.
The authors thank the High-Performance Computing and Data Center, School of Civil Engineering and Mechanics, Yanshan University.
Zheng, Robust superlubricity by strain engineering, Nanoscale 11 (2019) 2186-2193
Bai, Effect of strain engineering on superlubricity in a double-walled carbon nanotube, Phys.
Bai, Friction Reduction of Hydrogenated Graphene by Strain Engineering, Tribol.

School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China awangxuelang@163.com Key words: composite soil nailed wall soil nailed wall; 3-D FEM; earthquake action; dynamic response; analysis Abstract: In this paper, with the help of the finite element software ADINA, an actual composite soil nailed wall was solved.
The results of the FEM dynamic analysis can be a useful reference for engineers of the design and construction of the composite soil nailed wall.
Engineering mechanics journal of china, 1996，Vol.13，No.2， 103-109
Engineering reconnaissance journal of china, 1996，Vol.22，No.2， 1-5
Engineering mechanics journal of china, 2001，Vol.18，No.4， 145-150

A Method for Determining the Value of m Based on PLAXIS Nonlinear Finite Element Analysis Jinsong Gui a, Zhenguo Li b, Qing Meng c and Bo Zhang d Civil Engineering Department, DaLian Ocean University, DaLian, LiaoNing, 116023, China aguijs@163.com, blizhenguo1983@163.com, cqingmeng12345@126.com, d1129396364@qq.com Key words: Value of m, PLAXIS, Nonlinear Finite Element Analysis.
Among them, “m” method has been widely used in engineering because it is easy to use.
References [1] Code for Pile Foundation of Harbour Engineering (JTJ 254 ─ 98), China
[3] Feng Wu, Beiling Shi, Yang Zhuo: Journal of Geotechnical Engineering, 1398-1401 (9), 2009, In Chinese
[4] Feng Wu: Water Engineering, 32-34 (1), 2010, In Chinese