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This research is part of an extensive developing line at the Laboratory of Structures at Faculty of Civil Engineering in State University of Campinas, UNICAMP, about the behavior of columns in fire situation.
The fire was simulated by vertical electric furnace for columns, functioning in the Civil Engineering College, State University of Campinas, FEC-UNICAMP (Fig. 1).
Dissertation (Master) – Faculty of Civil Engineering in State University of Campinas – UNICAMP.
Journal of Structural Engineering 129 n.3 – ASCE, 2003. p. 346 – 356
Dissertation (Master) – Faculty of Civil Engineering in State University of Campinas – UNICAMP.

Experiences with building a floating barge Mateusz Głowacki1,a, Mateusz Halbiniak1,b, Paweł Rajczyk1,c, Paulina Sroka1,d 1Czestochowa University of Technology, Faculty of Civil Engineering, 3 Akademicka Street, 42-200, Czestochowa, Poland aglowacki93@gmail.com, bmateuszhalbiniak@gmail.com, cprajczyk@bud.pcz.czest.pl, dpalka217@wp.pl Keywords: First concrete boats, concrete barge, floating barge Abstract: The objective of the work was to show, the results and experience of work with a concrete floating barge reinforced with basalt bars.
Challenge to build a concrete barge In 2013/2014 a team of students at the Technical University of Częstochowa who are working on one of several thematic projects entitled: “Constructing a concrete floating barge” which is carried out under the auspices of the scientific circle “Invenit” at the Faculty of Civil Engineering, Technical University of Częstochowa, have taken up the challenge to build a concrete barge reinforced with basalt bars.
The consultants for the task are members of the teaching staff at the Department of Building and Material Processes Technologies from the Faculty of Civil Engineering, Technical University of Częstochowa.

Vibration Monitoring and Safety Evaluation of Blasting at an Underground Engineering Zhizheng YIN 1, 2 1 School of Civil Engineering and Architecture, Central South University, Changsha, China 2 College of Civil Engineering, Hunan University of Science and Technology, Xiangtan China yinzzcn2002@163.com Key words: Underground Engineering, Blasting Monitoring, Blasting Vibration, Safety Evaluation Abstract.
The underground engineering is near a highway tunnel.
The wall rock of the underground engineering is granite.
Engineering Blasting, volume 3(6)(2000),p.81-88.
Engineering Blasting, volume 11(3)(2005),p.62-65

Saint Petersburg State University of Architecture and Civil Engineering, Russia  Prof. dr hab. inż.
Saint Petersburg State University of Architecture and Civil Engineering, Russia  Prof.
Beijing University of Civil Engineering and Architectue, China  Prof.
Saint Petersburg State University of Architecture and Civil Engineering, Russia  Prof. dr hab. inż.
Beijing University of Civil Engineering and Architectue, China  Prof.

Reservoir Volume Estimation in Exploration Phase by Monte Carlo Simulation Lei Zhao1,a，Bing Li 1,b, Pengxiang Diwu 2,c 1.China University of Geosciences, Beijing 100083,China; 2.China University of Petroleum, Beijing 102249, China aray-zhao@163.com,blibing841226@126.com,cdiwupx@126.com Key words: Monte Carlo Simulation; STOIIP; resource assessment Abstract: The STOIIP determines the scale of civil engineering in the oilfield, so the accurate calculation STOIIP has a very important significance on civil engineering, especially in the exploration phase few data are available in oilfield, traditional volume calculation method is hardly to provide a reasonable result.
Conclusions 1) The accurate calculation STOIIP has a very important significance on civil engineering in oilfield, especially in the exploration phase. 2) The Monte Carlo method is straightforward to apply and provides excellent estimates of STOIIP and even when there is large uncertainty in the underlying reservoir parameters. 3) For the S oilfield, the STOIIP is 4.82 MMbbl, and future discoveries are expected small and medium sized oil fields in this area. 4) With the intensification of investment and further progress of international trend in exploration and development, people tend to expect more on the validity of the reserve calculation.

Stoykovich2,d 1Institute of Civil Engineering of Belgorod State Technological University named after V.G.
The calculations and experimental analysis demonstrated the validity with engineering accuracy of using the mathematical model of a short PCT column for engineering calculations and structural analysis.
The early works of the authors [4, 5] addressed issues of rationality of using short PCT columns as resource efficient structures in civil engineering and methodological aspects of quantitative analysis of the stress-strain state of structures taking into account the factors of actual work under load and experimentally determined physical and mechanical properties of PCT materials.
Gorynin, The nonlinear stress-strain state of the concrete-filled steel tube structures, Magazine of Civil Engineering. 83(7) (2018) 73–82. doi: 10.18720/MCE.83.7
Series, Materials Science and Engineering, 327, (2018)

Technology and Application Prospect of Tilt-up Construction in China Han Qing1a, Wang Yihang2b, Zhang Guowei3c, Wu Hui 4d 1-4School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture, Beijing, 100044, China hanqing269@sina.coma, bjackbucea@gmail.com, czhangguowei@bucea.edu.cn, dwuhui@bucea.edu.cn Keywords: Fabricated construction; Tilt-up construction; Recycled concrete; Abstract: Tilt-up is a method for constructing concrete wall rapidly and economically without formwork.
With the application of the recycled concrete in tilt-up construction, which is being researched in the Beijing University of Civil Engineering and Architecture, tilt-up building can be has a larger benefit obviously in the suburbs and rural area.
Beijing university of civil engineering and architecture had been researched the performance of recycled concrete in the material and structural lab.
[3] The Tilt-up Construction and Engineering Manual [4] Kevin Lemieux, Robert Sexsmith, Gerry Weiler.
The 6th National Civil Engineering Graduate Academic Forum. 2008

Zhang Dayu, Beijing University of Civil Engineering and Architecture Prof.Li Aiqun, Beijing University of Civil Engineering and Architecture Prof.
Qi Chengzhi, Beijing University of Civil Engineering and Architecture Associate prof.
Wu Xuan, Beijing University of Civil Engineering and Architecture Dr.
Chao Ma, Beijing University of Civil Engineering and Architecture   Poland Dr Hab. inż.
Petersburg State University of Architecture and Civil Engineering Doctor of science (engineering), Prof.

These peer-reviewed papers record the invaluable researches of the authors in the fields of innovation in structural system and disaster prevention in engineering structures, architectural innovation, sustainable development of buildings and the environment and innovations in, and applications of, building materials.
Hot topics and state-of-the-art view related to sustainable development in civil engineering are presented.

Application of the Complex Variable Differential Method in the Back Analysis of Geotechnical Engineering Mingwei Liu 1,a , Yingren Zheng 2 1 Chongqing Jiaotong University, Chongqing 400074, China 2 Logistical Engineering University,Chongqing 400041, China amingwei_liu@126.com Keywords: Geotechnical engineering; The complex variable differentiation method; Shear strength parameters; Back analysis method; Finite element method Abstract.
Because this derivation method only needs the functional calculus, which avoids the complex derivation operation and solves problems with higher sensitivity, so it has the widespread application prospect in astronautics, machinery, civil engineering etc.
The memoir of the 3rd meeting of Chinese Civil Engineering, Beijing, Chinese Society for Civil Engineering, 1986,92-102.
Chinese Journal Geotechnical Engineering, 1999,21(2),209-212.
Engineering Analysis with Boundary Elements 2005; 29:788–795.