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Delgado1,d 1LFC − Laboratory of Building Physics, Civil Engineering Department - Faculdade de Engenharia da Universidade do Porto, Rua Dr.
Thesis, Faculty of Engineering of the University of Porto, Portugal, 2005.
Thesis, Faculty of Engineering of the University of Porto, Portugal, 2006.
Engineering Failure Analysis 2014;44:36–45

Definition of Climatic Parameters for Calculation of Energy Performance of Buildings Radmila Sinđić Grebović1,a *, Tatyana Spiridonova2,b, Maria Vrublevskaya3,c 1Faculty of Civil Engineering, University of Montenegro, 81 000, Podgorica, Montenegro 2,3St.Petersburg State Polytechnical University, 195251, Saint-Petersburg, Russia aradmilasg@gmail.com, bspiridonova-mail@yandex.ru, cmasha0901@gmail.com Keywords: energy performance of building, database of climatic data, reference year.
Climate parameters In a building engineering physics, outside and inside climate parameters have got a role that can be compared to the load in engineering mechanics, and because of that, they are often called „the surrounding load“.
Design approach for the optimal model of an energy-efficient timber building with enlarged glazing surface on the south façade (2012) Journal of Asian architecture and building engineering, vol. 11, no. 1, pp. 71-78

Post-Tensioned Composite Bridge: Reliability-Based Optimization of Selected Design Parameters SLOWIK Ondrej1,a, LEHKY David1,b*, SOMODIKOVA Martina1,c and NOVAK Drahomir1,d 1Brno University of Technology, Faculty of Civil Engineering, Institute of Structural Mechanics, Veveri 331/95, 602 00 Brno, Czech Republic aslowik.o@fce.vutbr.cz, blehky.d@fce.vutbr.cz, csomodikova.m@fce.vutbr.cz, dnovak.d@fce.vutbr.cz Keywords: reliability based optimization, double-loop method, small-sample simulation, failure probability, reliability index, load-bearing capacity Abstract.
This approach, however, is very simple requiring no knowledge of features of the objective function and from the engineering point of view it is transparent and relatively easy to apply.
Kersner, The Role of Latin Hypercube Sampling Method in Reliability Engineering, in: Proc. of ICOSSAR–97, Kyoto, Japan, 1998, pp. 403–409
Novak, Correlation control in small-sample Monte Carlo type simulations I: A simulated annealing approach, Probabilistic Engineering Mechanics Vol. 24, No. 3 (2009) 452–462.

Evaluation of a Fiberglass Patching Kit for Repairing Cracked Steel Plates via the PZT-SLDV Lamb Wave Technique Nikta Amiri1,a and Lingyu Lucy Yu2,b 1Department of Mechanical Engineering, Alfred University, Alfred, NY 14802, USA 2Department of Mechanical Engineering, University of South Carolina, Columbia, SC 29208, USA aamiri@alfred.edu, byu3@cec.sc.edu Keywords: Nondestructive evaluation, fiberglass patching, steel plate repair, crack repair effectiveness, PZT-SLDV Lamb wave, structural integrity Abstract.
Engineering Failure Analysis. 2022 Aug;138:106371
Application of an engineered composite patch toward crack damage mitigation on stainless steel plates.
Nondestructive Characterization and Monitoring of Advanced Materials, Aerospace, Civil Infrastructure, and Transportation XVII [Internet]. 2023 Apr 18;12

Mix design of Sup-13 mixed with TOR and crumb rubber using dry process Xinglong, Zhu 12 ,a, Dean,Jiang 2,b 1 College of Civil Engineering, Nanjing Forest University, Nanjing 210037,China 2 College of Architecture and Engineering, Yangzhou University, Yangzhou 225117,China a zhxl9510@sina.com,b dean33@126.com Key words: dry process; crumb rubber; gradation design; Sup-13; pavement performance Abstract: Pure crumb rubber asphalt mixture using dry process has certain requirement of mineral gradation with the potential disadvantage of uneven mixing under the traditional temperature.
density calculated Biggest theory relative density measured Heavy in the air （g） Heavy in the water (g) Table dry weight (g) Hair volume Relative density The initial number of times Degree of compaction （%） design Number of times Degree of compaction （%） Grade 1 2.476 2.475 4782.7 2759.7 4793.4 2.352 84.2 95.1 4761.0 2749.9 4772.7 2.354 Grade 2 2.476 2.475 4787.4 2781.6 4797.5 2.375 85.0 95.9 4761.5 2754.8 4760.6 2.374 Grade 3 2.476 2.474 4785.3 2812.2 4794.2 2.414 86.4 97.6 4787.3 2814.6 4796.2 2.416 Table 7 Three gradation estimate asphalt content test result evaluation grading Asphalt content（％） VMA（％） VFA（％） DP（%） Degree of compaction of initial number estimated（％） 1 5.05 15.74 74.59 1.18 84.8 2 4.74 15.17 73.63 1.32 85.0 3 4.09 13.87 71.16 1.60 84.7 Superpave standards ≥14.0 65～75 0.6～1.2* ≤89.0 Based on the evaluation of Table 7, we can draw grade 1 and grade 2 meet the requirements of Superpave design requirement, According to engineering
Experimental evidence: T0719-2011 provisions in "Highway engineering standard test methods of bitumen and bituminous mixtures" JTG E20-2011.

Effect of CO2 Curing on the Strength of High Strength Pervious Concrete Ming-Gin Lee1,a, Yung-Chih Wang2,b, Wan-Xuan Xiao2,c, Ming-Ju Lee3,d and Tuzyuan Huang1,e 1Department of Construction Engineering, Chaoyang University of Technology, Taichung 413, Taiwan 2Department of Civil Engineering, National Central University, Chungli, Taoyuan 320, Taiwan 3Department of Nursing and Management, Jen-Teh Junior College of Medicine, Miaoli 356, Taiwan amglee@cyut.edu.tw, bwangyc@ncu.edu.tw, cloreaaall@gmail.com, dmingju6099@yahoo.com.tw, es0989262796@gmail.com Keywords: High Strength Pervious Concrete, CO2 Curing, Elastic Modulus, Compressive strength.
Advances in Materials Science and Engineering Vol. 2015, Article ID 580638, 12 pages (2015)
[10] Jiang Jhy Chang, Weichung Yeih, Ran Huang & Jack Maochieh Chi,  Mechanical properties of carbonated concrete, Journal of the Chinese Institute of Engineers, 26 (4): 513-522, 2003.

Selected Properties of Clay-Ash Composite Containing Bottom Ash from Combustion of Wood - Coconut Shells Biomass Malgorzata ULEWICZ1a, Anna ZAWADA2 1Faculty of Civil Engineering, Czestochowa University of Technology, Dabrowskiego 69, 42-201; Czestochowa, Poland 2Faculty of Production Engineering and Materials Technology, Czestochowa University of Technology, Dabrowskiego 69, Czestochowa, Poland amalgorzata.ulewicz@pcz.pl Keywords: bottom ash, biomass, ceramic materials, compression strength Abstract.
Series: Materials Science and Engineering 127, 012-024
[15] Angjusheva B, Fidancevska E and Jovanov V 2012, Production of ceramics from coal fly ash, Chemical Industry & Chemical Engineering Quarterly 18, 245-254

Nishikawa, Life Time and Maintenance of Highway Bridges, Journal of Japan Society of Civil Engineers, No. 501, (1994), pp.1-4 (in Japanese)
Matsui, Mechanism of Creation of Compressive Residual Stress by Shot Peening and Its Effect on Fatigue Strength : Analysis of Residual Stress Produced By a Single Shot, Transactions of the Japan Society of Mechanical Engineers, Part A, Vol. 66, No. 650, (2000), pp.1847-1854 (in Japanese)
Nakao, Wavelength Characteristics of Laser Light Attenuation in Water, Transactions of the Institute of Electronics and Communication Engineers of Japan.
Okada, Smart, Laser Micro-welding of Difficult to weld Materials for Electronic Industry, Laser-based Micro- and Nano-Processing IX, Lasers and Application in Science and Engineering, Photonics West Conference 2015 (Proc. of SPIE Vol. 9351), (2015), pp. ”935102-1”-”935102-9”

Mix Proportions of High Flowable Early Strength Mortar for Emergency Repair of Damaged Road Base in Rural Area Cheolwoo Park1, a, Jangyong Lee1, b, Yongjae Kim1, c and Seungwon Kim1, d * 1Department of Civil Engineering, Kangwon National University, 346 Joongnang-ro Samcheok-si Gangwon-do, South Korea ainncoms@naver.com, btigerpark@kangwon.ac.kr Keywords: Emergency repair, Damaged road, Natural disaster, High flowable early strength mortar Abstract.
Park, Fundamental Study of Mix Proportions of High-Flow Cement-Based Mortar for Gravel-Fill Used in Restoration of Collapsed Roads, International Journal of Highway Engineering, Korean Soc.
Choi, Engineering Properties of Early Strength Concrete according to Types of Cement & Curing Temperature, Thesis for the Degree of Master, Department of Architectural Engineering Graduate School, Kongju National University, Kongju, Republic of Korea, 2013

Engineering Optimization, 2009, 41(3), 259-273
Engineering Science, 2013,10(4), 61-67
Water Science and Engineering, 2011, 4(1), 61-73
Water Science and Engineering [J], 2010, 3(4), 443-453
Risk-aversion decision-making for civil infrastructure exposed to low-probability, high-consequence events [J].