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Introduction The development of modern civil engineering creates an urgent need to develop construction techniques and the use of engineering materials of high strength and durability.
Seismic Evaluation and Retrofit of Existing Buildings: American Society of Civil Engineers.
Engineering Structures 52 (2013) 207–219
PEER Report 2012/03 Pacific Earthquake Research Center, Department of Civil and Environmental Engineering University of California, Berkeley (2012)
Dokuz Eylul University Engineering Faculty Department of Civil Engineering, Buca – İzmir, Turkey, (2010) pp.1-33

Konstandakopoulou3, George Papagiannopoulos4 1Department of Civil Engineering, School of mechanics, University of West Attica, Campus 1, Agiou Spiridonos, 12243, Egaleo-Athens, Greece, e-mail: pnevma@uniwa.gr 2Department of Construction Technology, University of the Highlands and Islands, Inverness Campus, Inverness, IV2 5NA, United Kingdom, e-mail: georgios.papavasileiou.ic@uhi.ac.uk, george.papav@gmail.com 3School of Science and Technology, Hellenic Open University, Patras, Greece. e-mail: konstantakopoulou.foteini@ac.eap.gr 4Department of Civil Engineering, University of Patras, GR26504, Rio, Patras, Greece, e-mail: gpapagia@upatras.gr Keywords: Rotational component, seismic design, earthquake engineering, slender frame, EC8 part 6.
Engineering Structures. 99 (2015) 685–707
Engineering Structures. 59 (2014) 141–152
European Earthquake Engineering. 8 (1994) 3-11
Engineering Structures. 69 (2014) 1–11

Risk Assessment of Safety Analysis of NPP Structures Due to Earthquake Events KRALIK Juraj1, a* 1Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Department of Structural Mechanics, Radlinskeho 11, SK-813 68 Bratislava, Slovakia ajuraj.kralik@stuba.sk Keywords: earthquake, synthetic accelerograms, NPP, probability, safety, ANSYS Abstract.
In: First European Conference on Earthquake Engineering and Seismology,. 3-8 September 2006, Geneve, Switzerland,.
Engineering Structures, .
Journal of Civil Engineering and Management, 18:5, (2012), 609-620, doi:10.3846/13923730.2012.719836
Rusina, R., Small-sample Probabilistic Assessment - software FReET, ICASP 9, 9th International Conference on Applications of Statistics and Probability in Civil Engineering, San Francisco, USA, July 6-9, pp. 91-96, 2003

As civil engineering structures are usually huge in size and subjected to long service periods, it is hard to predict the definite location where the damage will occur.
The conjugate beam method is an engineering method to derive the slope or displacement of a beam.
Journal of Bridge Engineering. 1996, 1(2): 76-86
BELLINGHAM:SPIE-INT SOC OPTICAL ENGINEERING, 2001: 4337, 517-524
China Civil Engineering Journal. 2010(07): 63-70

Influence of Temperature on the Cracking of Reinforced Concrete Frame Jin-song Lei 1,2,a , Dong-sheng Yang 2 , Shan-chuan Ying 2 , Yin-sheng Zou 1 1 College of Civil Engineering, Hunan University, Changsha, Hunan 410082, China 2 School of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang, Sichuan 621010, China a leijinsong@swust.edu.cn Keywords: temperature influence; concrete frame; temperature stress; concrete cracking.
Introduction Concrete cracking is a big problem in engineering that is extensively concerned.
Crack Control of Engineering Structures.
Journal of Engineering Design, 2004,11(1):37-42 [6] Zhu Chunming,Hu Shaolong.
ANSYS Applications in Civil Engineering.

Cracks adversely affect durability of concrete structures in the civil engineering.
Static nanoindentation tests were performed using a CSM Instruments at the Faculty of Civil Engineering, CTU in Prague.
Li: Autogenous healing of engineered cementitious composites at early age, Cem.
Schlangen: Application of bacteria as self-healing agent for the development of sustainable concrete, Ecological engineering Vol. 36 (2010).p. 230-235
Son: Bacillus Subtilis HU58 Immobilized in Micropores of Diatomite for Using in Self-healing Concrete, Procedia Engineering Vol. 171 (2017) p. 598-605

Aicha, "The superplasticizer effect on the rheological and mechanical properties of self-compacting concrete," in New Materials in Civil Engineering, Elsevier Inc. , 2020, pp. 315-331
Rao, "Formulation of geopolymer cement using mixture of slag and class f fly ash for oil well cementing," in 7th International Conference on Key Engineering Materials (ICKEM 2017), Penang, 2017
Ekaputri, "Addition of Superplasticizer on Geopolymer Concrete," APRN Journal of Engineering and Applied Sciences, vol. 11, no. 24, pp. 14456-14462, 2016
Dave, "Parametric Studies on Compressive Strength of Geopolymer Concrete," in Chemical, Civil and Mechanical Engineering Tracks of 3rd Nirma University International conference on Engineering (NUiCONE-2012), Ahmedabad, 2013
Alsadey, "Effect of Superplasticizer on Fresh and Hardened Properties of Concrete," Journal of Agricultural Science and Engineering, vol. 1, no. 2, pp. 70-74, 2015

As a result, simple linear analysis typically fails to accurately predict the seismic response[[] Payam Tehrani and Denis Mitchell: Canadian Journal of Civil Engineering, Vol. 40 (2013), p. 827-839. ].
Elnashai: Earthquake Engineering and Structural Dynamics, Vol. 24, No. 2 (1995), p. 189-208. ],[[] D.
Sexsmith: Canadian Journal of Civil Engineering, Vol. 22, No. 2 (1995), p. 415-427. ],[[] Weilin Zhuang, Zhenyu Liu, and Jinsong Jiang: Chinese Journal of Rock Mechanics and Enineering, Vol. 28, No. 7 ( 2009 ), p. 1377-1387. ].
The current Guidelines for Seismic Design of Highway Bridges (JTG/T B02-01-2008)[[] Guidelines for Seismic Design of Highway Bridges (JTG/T B02-01-2008), October 2008, Beijing. ] in China provides no clear provisions for the design of irregular bridges[[] Xiaodong Song and Jianzhong Li: Earthquake Engineering and Engineering Vibration, Vol. 24, NO. 1, p. 92-96. ].
The structural analysis software Midas Civil was adopted to determine the seismic response of the case-study bridges.

Water Resources Management of Subak Irrigation System in Bali I Nyoman Norken1,a, I Ketut Suputra2,b , I Gusti Ngurah Kerta Arsana3,c 1Department Of Civil Engineering, Faculty of Engineering, University of Udayana, Bali, Indonesia 2Department Of Civil Engineering, Faculty of Engineering, University of Udayana, Bali, Indonesia 3Department Of Civil Engineering, Faculty of Engineering, University of Udayana, Bali, Indonesia ainorken@yahoo.co.uk, bsuputra.rais@yahoo.com, ckerta.arsana@yahoo.co.id Keywords: subak, irrigation system, tektek and nyorog systems, Sedahan and Sedahan Agung.

IOP Conference Series: Materials Science and Engineering, 708
Material damping in dynamic analysis of structures (with LIRA-SAPR program) / Civil and Environmental Engineering,. 16 1 (2020) 63-70
Symposium in civil engineering, Budapest 1998
Progressive collapse of multi-storey buildings due to sudden column loss, Part I, Engineering structures 20 (2008) 1308-1318; part II, Engineering structures 30 (2008) 1424–1438
[22] DBN V.2.2-5:2023 (2023) Civil defense protective structures.