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The conference was organized by Scientific Society for the Restoration of Buildings and Care of Monuments WTA CZ together with Faculty of Civil Engineering of the Brno University of Technology.
Editor Lenka Mészárosová Committees Organized by: Scientific Society for the Restoration of Buildings and Care of Monuments WTACZ together with Faculty of Civil Engineering, Brno University of Technology Chair of the Conference prof.

Application of underground engineering fire safety evaluation based on the fuzzy comprehensive evaluation method YAN Shan-yu1,a, DING Jin2,b 1 College of Civil and Safety Engineering, Dalian Jiaotong University, Dalian 116028, China; aysy1955@yahoo.com.cn, b375436329@qq.com Keywords: Underground engineering; Safety assessment; Analytic hierarchy process (AHP); Fuzzy comprehensive evaluation Abstract.
Put fuzzy comprehensive assessment method on underground engineering of fire safety assessment, then use fuzzy mathematics theory build a model of engineering of fire safety assessment fuzzy evaluation, and through the underground engineering design of fire safety assessment, to prove its scientific and effective.
Therefore, it is important to conduct underground engineering safety assessment.
Bulit fire safety evaluation index system of underground engineering According to the characteristics of underground fire was constructed based on the above point of view of underground engineering fire safety evaluation index system[2], as shown in figure 1.
We can get the conclusion that this method for underground engineering fire risk assessment is feasible.

Performance Analysis of CFST Column and RC Column Subjected to Eccentric Load Yuyong Fu1, a, Shuwang Yan2,b and Chuang Du3,c 1Civil Engineering College, Tianjin University, Tianjin, 300072,China 2 Civil Engineering College, Tianjin University, Tianjin, 300072,China 3 Civil Engineering College, Hebei University of Technology, Tianjin, 300132,China aduch1976@sohu.com, bduch209@yahoo.com.cn, cgqm1979@sina.com Keywords: Eccentric Load,Reinforced Concrete,Nonlinear Analysis, Bearing Capacity Abstract.
(In Chinese) [3] Xuhong Zhou,Xiaodong Zhang,Jiepeng Liu:Civil Engineering Journal, Vol.
(In Chinese) [4] Linhai Han, Zhong Tao: Civil Engineering Journal, Vol.,34(2001),p.17-25.

Study on the static stability and the ultimate bearing capacity of vierendeel latticed shells Wenfeng Du 1, a, Zhiyong Zhou 2,b , and Fudong Yu 3,c 1 College of Civil and Architecture Engineering of Henan University, Kaifeng, 475004, PR China 2 College of Civil and Architecture Engineering of Henan University, Kaifeng, 475004, PR China 3 College of Civil and Architecture Engineering of Henan University, Kaifeng, 475004, PR China a dwf@henu.edu.cn, b zzy569@163.com, c vipyfd@163.com Keywords: the vierendeel latticed shell structure, the Finite Element Method, stability, ultimate bearing capacity Abstract.
China Civil Engineering Journal, 1999, 32(6): 11-25
Journal of Zhengzhou University(Engineering Science),2006,27(7):25-29.

Background Response Equivalent Static Wind Load of Large-span Roofs Based on Energy Equation Yuxue Li 1, a, Qingshan Yang 2,b Yuji Tian 2, c 1 School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang 050043, China 2School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China aliyuxue2000@163.com, bqshyang@bjtu.edu.cn, c yujitian@bjtu.edu.cn Keywords: large-span roof, equivalent static wind load, multi-objects, background response.
Journal of Structural Engineering, Vol.127 No. 2(2001)p.168- 175 [4] Davenport A G.
Engineering.
Journal of wind Engineering and Industrial Aerodynamics, Vol.41 No.44(1992b),p. 1753-1763 [7] Zhou X.
China Civil Engineering Journal, Vol.43 No.7(2010),p29-36 (in Chinese) [9] Wu D.

Parametric Analysis on Incrementally Launched Construction for Concrete Box Girder Yajun WANG1,2,3,a, Jie DAI1,b, Fengjiang QIN1,c 1Chang’an University, Xi’an 710064, China 2 Key Laboratory of Mechanics on Disaster and Environment in Western China, the Ministry of Education, School of Civil Engineering and Mechanics, Lanzhou University, Lanzhou 730000, China 3 Key Laboratory of Road & Bridge and Underground Engineering of Gansu Province, Lanzhou Jiaotong University, Lanzhou 730070, China aqawyj@163.com, bcounter_dj@163.com, cqinfj1125@163.com Keywords: Bridge engineering; Box girder; Launching nose; Incrementally launched method; Parametric analysis Abstract.
Journal of Civil Engineering and Management, 2007(5): 27-36 [4] Jinfeng Wang, Jianping Lin, Chunlei Chen, et al.
Bridge Engineering (Volume.1).
Engineering Structures, 2013, 49: 373–384 [7] Saptarshi Sasmal, K.
Engineering Structures, 2006, 28: 1897–1910

Impact-echo Method for Non-destructive Testing of Hightemperaturedegraded Cement- based Composite Daniela Štefková1, a*, Kristýna Timčaková1,b and Zdeněk Chobola1,c 1 Department of Physics, Faculty of Civil Engineering, Brno University of Technology, Žižkova 17, 602 00 Brno, Czech Republic astefkova.d@fce.vutbr.cz, btimcakova.k@fce.vutbr.cz, cchobola @dp.fce.vutbr.cz Keywords: predominant frequency, high–temperature degradation, Impact-echo method Abstract.
Non-destructive acoustic analysis method Impact-echo method as a traditional method for civil engineering was used for this experiment.
The response was picked up by an MIDI type piezoelectric sensor, whose output voltage was fed into a TiePie engineering Handyscope HS3, which is a two-channel, digital, 16 bits oscilloscope.
Topolar, Monitoring of the damage in stone blocks by means of non-destructive methods (2014) Key Engineering Materials, 592-593, pp. 545-548

Monitoring, Evaluation and Control for Life-cycle performance of Intelligent Civil Structures LI Hui1, a, BAO Yuequan1,b, LI Shunlong2,c, CHEN Wenli1,d, LAIMA Shujin1,e and OU Jinping3,f 1Center of Structural Monitoring and Control, School of Civil Engineering, Harbin Institute of Technology, Harbin, China 2School of Transportation, Harbin Institute of Technology, Harbin, China 3Division of Construction, Dalian University of Technology, Dalian, China alihui@hit.edu.cn, bbaoyuequan@hit.edu.cn, clishunlong@hit.edu.cn, dcwl_80@hit.edu.cn, elaimashujin@126.com, foujinping@dlut.edu.cn Keywords: Structural health monitoring, sensor, compressive sensing, data analysis Abstract.
This technology also has been widely applied in practical engineering structures, in particular in China.
Li, A Mobile Wireless Sensor-based Structural Health Monitoring Technique, Workshop on Civil Structural Health Monitoring (CSHM-4), Berlin/Germany, 2012 [2] Y.
Ou, Compressive sampling-based identification approach for moving loads distribution on cable-stayed bridges, Engineering Structures, (Under review) 2012 [6] Y.

Dynamic Response of Airport Concrete Pavement to Impact Loading Jing Cai1,a, Louis Ngai Yuen Wong2,b, Hua Wei Yan3,c 1 Associate Professor, Airport School of Civil Aviation University of China, Tianjin 300300, China. 2 Assistant Professor, School of Civil and Environmental Engineering, Nanyang Technological University, Singapore 639798. 3 Master Student, Airport School of Civil Aviation University of China, Tianjin 300300, China.
Mechanistic evaluation of rigid airfield pavements, Journal of Transportation Engineering, 121(6), 468-475
[2] Civil Aviation Administration of China (2010).
The International Journal for Numerical Methods in Engineering, 38(18), 3143–66
Journal of Transportation Engineering ASCE, 133(6), 389-395

The Influence of Slab on Yield Mechanism of RC Frame Structure Mengzhou LV 1,a, Tianpeng PAN 1,b, Xiaobo WU 1,c （College of aerospace and Civil Engineering ,Harbin Engineering University, Harbin 150001,Heilongjiang,China） 1,almz616@sina.com, 1,b ptp-888@163.com, 1,c 625476167@qq.com Key words: Strong column weak beam; yield mechanism; slab; influence; existence; Abstract.
Generally the structural engineers ignore the bearing capacity contribution of frame beams that comes from the slab in the seismic design.
The structure engineers considered the slab as a rigid component and simply calculate the slab stiffness by magnification factor method, which ignores the core of the problem.
[2] Civil and Structural Groups of Tsinghua University: submitted to Journal of Building Structures(2008) in Chinese [3] Lieping YE, Qianli MA, Zhiwei MIAO: submitted to Engineering Mechanics (2010) in Chinese [4] Lee J, Fenves G L: submitted to Journal of Engineering Mechanics(1998) [5] Pantazopoulou S J, Moehle J P, Shahrooz B M: submitted to Journal of Structural Engineering(1988) [6] S.
Seismic Analysis of Asymmetric Buildings With Flexible Floor Diaphragms: submitted to Journal of Structure Engineering(2004)