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Engineering Structures, 2017. 141: p. 482-494
Earthquake Engineering & Structural Dynamics, 2014. 43(6): p. 831-850
Canadian Journal of Civil Engineering, 2013. 40(3): p. 759-776
Earthquake Engineering & Structural Dynamics, 2011. 40(5): p. 491-507
Internal forces of concrete floor diaphragms in multi-storey buildings. in Department of Civil engineering, University of Canterbury NZSEE Conference, Citeseer 2008.

The Bunker - Like a Structure for Storing the Life of the Civilian Population in Conditions of Danger PERPERI Alla1,a*, PERPERI Alisa1,b, SURIANINOVA Daria1,c, OTROSH Viktoriia2,d* 1Odesa State Academy of Civil Engineering and Architecture, Didrikhsona str., 4, Odesa, Ukraine, 65029, 2О.
It is these ideas that make engineers and architects think about possible underground quarters, and even cities, and not just a single bunker.
Engineering solutions will be selected according to the requirements and will provide all necessary accessibility.
Kostin and others, Shelters of civil defense.
Savenkov, Modelling of Blast Effects on Underground Structure, International Journal for Computational Civil and Structural Engineering, 15 4 (2019) 111–122

Duggal, Study of waste plastic mix concrete with plasticizer, ISRN civil engineering 2012 (2012) 1-5
Brouwers, Effects of hydrophobic expanded silicate aggregates on properties of structural lightweight aggregate concrete, Journal of Materials in Civil Engineering 32.6 (2020) 06020006
Chindaprasirt, Structural lightweight concrete containing recycled lightweight concrete aggregate, KSCE Journal of Civil Engineering 22 (2018) 3077-3084
Zamri, Mechanical properties of oil palm shell lightweight aggregate concrete containing palm oil fuel ash as partial cement replacement, KSCE Journal of Civil Engineering 20 (2016): 1473-1481
Agwa, Effect of air entraining and pumice on properties of ultra-high performance lightweight concrete, Archives of Civil and Mechanical Engineering 24.1 (2024) 1-19

Cost Estimation of Construction Project Using Fuzzy Neural Network Model Embedded with Modified Particle Optimizer Xin He1,a, Yong Yao1,b, Hongwen Xia1,c , Youwen Su1,d and Gang Liu2,e College of civil engineering and architecture, Southwest university of science and technology, Sichuan province mianyang China ,621010 School of Civil Engineering, University of California, Berkeley，USA，CA 94720 ahexin@126.com, byaoyong@swust.edu.cn, cxhw_520_007@163.com dsuyouwen@swust.edu.cn, ecystaiyuan2126.com Key words: Modified Particle Swarm Optimizer (MPSO); Fuzzy Neural Network (FNN); Construction; Engineering Cost Abstract.
For the case study of building cost estimation, twelve major factors describing a building project and affecting its cost have been identified as following: building area, building stories, foundation engineering, interior wall engineering, exterior wall engineering, beam-column engineering, door and window engineering, decoration engineering, floor engineering, plumbing and air conditioning engineering, lighting engineering, and price-level index.
The inputs include: building area, building stories, foundation engineering, interior wall engineering, exterior wall engineering, beam-column engineering, door and window engineering, decoration engineering, floor engineering, plumbing and air conditioning engineering, lighting engineering, and price-level index.
Systems Engineering-Theory & Practice，2010,30（1）：157-166
Systems Engineering-Theory & Practice，2007, 27(9): 165-170

Comparison of Monte Carlo Simulation and Response Surface Method by Using ANSYS PDS Chunxue Song1,a, Yi Zhang2,b, Yingyi Cao3,c 1Jiangsu Maritime Institute, China 2Division of Infrastructure Systems and Maritime Studies, School of Civil and Environmental Engineering, Nanyang Technological University, Singapore 639798, Singapore 3Zibo Normal College, China achunxue5200@gmail.com, bZHANG.YI@ntu.edu.sg, cslcyy100@163.com Keywords: Reliability analysis, engineering structures, Monte Carlo simulation, response surface method Abstract.
This paper is going to compare the performance of these methods through an easy engineering problem in ANSYS.
In practical engineering problem, if the computational models are very complicate, MCS would be very computational costly.

Midas Civil is applied to analyze the sensitivity of mid-span deflection for these factors.
References [1] Yuebo Yu: General Development Situation of Prestressed Concrete Continuous Rigid Frame Bridge, Friend of Science Amateurs, Vol.3, 2007 (in Chinese) [2] Yufeng Chen, Junlan Xu, Wujun Yu: Causes and Precautionary Measures to Long-term Deflection of Long Span Prestressed Concrete Box Girder of Continuous Rigid Frame Bridge, Journal of Chong Qing Jiao Tong University (Natural Science) Vol.4, August 2007(in Chinese) [3] Pei Feng: Causes and Precautionary Measures to Diseases of Prestressed Concrete Continuous Box-girder Bridge, Hunan University, 2009(in Chinese) [4] Li Ba, Yan Gao: The Main Influence Factors Mid-span Deflection for Continuous Rigid Frame Bridge, Railway Engineering, Vol.11 2008 (in Chinese)

Development of a Hybrid Simulation Computational Model for Steel Braced Frames Ali Imanpour1, Robert Tremblay2, Martin Leclerc2 and Romain Siguier2 1Department of Civil and Environmental Engineering, University of Alberta, Edmonton, AB, Canada 2Department of Civil, Mining and Geology Engineering, Polytechnique Montreal, QC, Canada emails: imanpour@ualberta.ca, robert.tremblay@polymtl.ca, martin.leclerc@polymtl.ca, romain.siguier@polymtl.ca Keywords: Steel braced frames, Multi-Directional hybrid simulation, Column buckling, Dynamic analysis.
UCB/EERC-85/04, Earthquake Engineering Research Center, University of California, Berkeley, CA, 1985
[10] Eatherton MR, Large-scale cyclic and hybrid simulation testing and development of controlled-rocking steel building system with replaceable fuses, PhD Dissertation, Dept. of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign, Urbana, Illinois, USA, 2010
[18] McKenna F, Fenves GL, Open System for Earthquake Engineering Simulation (OpenSees), Pacific Earthquake Engineering Research Center (PEER), University of California, Berkeley, CA. 2004, http://opensees.berkeley.edu/
[25] MTS, Civil engineering testing solution, 2015, http://www.mts.com

Judgement Method for Surrounding Rock Stability of Guanjiao Tunnel Based on Catastrophe Theory Wenjiang Li1, 2,a, Sumin Zhang 1, 2,b, Xianmin Han 2 1 School of civil engineering, southwest jiaotong university, chengdu, sichuan, 610031, China 2 School of civil engineering, shi jiazhuang tiedao university, shi jiazhuang, hebei, 050043, China aliwenjiang70@163.com, b zsm6337@126.com Keywords: Soft rock tunnel, Stability of surrounding rock, Catastrophe theory, Limit displacement.
The stability judgement of surrounding rock is one of the key jobs in tunnel engineering.
It shows that the limit displacements obtained corresponds to engineering practice primarily.
Introduction The assessment of tunnel stability is one of the important links in design and construction of underground engineering.
Typical application includes entropy principle of mutations and energy principle of mutations[5,6,7,8].In recent years, Zheng Yingren research group applied the strength reduction method in slope engineering to tunnel engineering field and develop some tentative research work[9,10].

The Issue of Underground Depositing of High Radioactive Waste Markéta KOČOVÁ1, a *, Zdeňka ŘÍHOVÁ1,b and Jan ZATLOUKAL1,c 1Czech Technical University in Prague, Faculty of Civil Engineering, Experimental Centre, Czech Republic amarketa.kocova@fsv.cvut.cz, bzdenka.rihova.1@fsv.cvut.cz, cjan.zatloukal@fsv.cvut.cz Keywords: Radioactive waste, high-level radioactivity, underground research laboratory, deep geological repository, depositing tunnel, barrier system, sealing materials, plug, bentonite, swelling clay, concrete.
This will be ensured by a complex of engineer’s barriers, which all together create a complex case.
Sealing material is a part of the engineered barrier and has buffering, filling and sealing function.
Research in this laboratory carries out the Centre for Experimental Geotechnics Faculty of Civil Engineering in Prague.
Vencl, Experiment EPSP – Stavba zátky pro hlubinné úložiště radioaktivních odpadů v rámci evropského projektu DOPAS, Tunel, 23. ročník - č. 2/2014 [10] Centre of Experimental Geotechnics on the Faculty of Civil Engineering CTU, Bentonit, properties, on-line: www.ceg.fsv.cvut.cz [11] J.

The Research of Determining the Design Ground Motion Parameters for the High-level Radioactive Waste Storage Structure Xin-zheng Wang1,a, Jian-jie Chen1,b, Guang-ping Zou2,c and Ping Li3 d 1Northwest Institute of Nuclear Technology, Xi’an, 710024, China 2Aerospace and Civil Engineering College, Harbin Engineering University, Harbin, 150001, China 3Research Institute of Highway Ministry Transport, Beijing, 100088, China awxzhmalan@163.com, bjianjiech@gmail.com, c gpzou@vip.163.com, dlip98223@163.com Keywords: high-level radioactive waste storage; the severest design ground motion; earthquake sub-ground motion; deep buried structures; design ground motion parameters Abstract.
There is no criterion that determines the design ground motion parameters of underground engineering.
[4] H.El Ganainya, and M.H.El Naggar, Soil Dynamics and Earthquake Engineering. 29(9) (2009) 1249-1261
[7] Wusheng Zhao Weizhong Chen and Sheng Huang , et al, China Civil Engineering Journal. 43 S1 (2010) 554-559.
In Chinese [10] Jingbo Liu, Xiangqing Liu,and Xiuli Du, Journal of Earthquake Engineering and Engineering Vibration. 27 6 (2007) 38-45.