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Research on Optimization of Bolt Support for tilted Strata Roadway in Soft Rock Liang Tian1, a, Shao Peng Jiao1, Wen Feng Zhao1, Xian Yong Hao1 Cheng Cheng2, b 1 School of Mechanics and Civil Engineering, China University of Ming and Technology, Beijing 100083, China 2 Beijing Construction Engineering Safety and Quality Supervision Station, Beijing 100161, China acumtbtianl@126.com,b287899580@qq.com Keywords: gentle tilted strata; original rock stress; failure mechanism; numerical simulation; bolt support Abstract.
(In Chinese) [3] Mingjian Zhang, Jinhai Gao and Shiyi Wei: Chinese Journal of Rock Mechanics and Engineering.
(In Chinese) [4] Hongwei Wang, Jianhua Zhang and Youfu Zeng: Coal Engineering, Vol (2012), p. 72~75.
(In Chinese) [6] Jianxin Liu, Zhongming Zhao and Yishun Zhang: Coal Engineering.
(In Chinese) [7] Renliang Shan, Xiangsong Kong and Zhenting Wei: Chinese Journal of Rock Mechanics and Engineering.

Valente, Failure analysis of seven masonry churches severely damaged during the 2012 Emilia-Romagna (Italy) earthquake: Non-linear dynamic analyses vs conventional static approaches, Engineering Failure Analysis. 54 (2015) 13-56
Valente, Safety assessment of historical masonry churches based on pre-assigned kinematic limit analysis, FE limit and pushover analyses. 10th International Conference of computational methods in sciences and engineering, 4-7 April, Athens, Greece.
Milani, Non-linear dynamic and static analyses on eight historical masonry towers in the North-East of Italy, Engineering Structures. 114 (2016) 241-270
[8] Pro_SAP user’s manual, Software for the design of civil engineering structures. www.2si.it
Valente, Seismic upgrading strategies for non-ductile plan-wise irregular R/C structures, Procedia Engineering. 54 (2013) 539-553

International Journal of Impact Engineering 59: 18-28
Journal of Structural Engineering 141, p
Engineering Structures. 2021(246).
International Journal of Impact Engineering. 2001(25) pp. 869-886.
International Journal of Impact Engineering. 2012 (45) pp. 1-15.

Dynamic Measurements of Building Structures Based on the ARAMIS SRX Measurement System Maciej Major1,a*, Przemysław Palacz1,b 1,2Czestochowa University of Technology, Faculty of Civil Engineering, Akademicka 3 Street, 42-200 Czestochowa, Poland ammajor@bud.pcz.pl, bprzemyslaw.palacz@pcz.pl Keywords: dynamic interactions, ARAMIS SRX, dynamic vibrations, dynamic measurements, Abstract.
Koss, Two-level friction damping and its application for passive multi-functional vibration control of high-rise buildings, Engineering Structures, vol. 239, 112310, 2021, https://doi.org/10.1016/j.engstruct.2021.112310 [4] I.
Fakih, Effectiveness of friction dampers on the seismic behavior of high rise building VS shear wall system, Engineering Reports, vol. 1, 5, 2019, https://doi.org/10.1002/eng2.12075 [6] M.
Alipour, Methodologies to mitigate wind-induced vibration of tall buildings: A state-of-the-art review, Journal of Building Engineering, vol. 33, 101582, 2021, https://doi.org/10.1016/j.jobe.2020.101582 [7] A.
Hamidi, A numerical model for continuous impact pile driving using ALE adaptive mesh method, Soil Dynamics and Earthquake Engineering, vol. 118, pp. 134-143, 2019, https://doi.org/10.1016/j.soildyn.2018.12.014 [8] A.

Applications of a New Element Model of Solid Bodies in Plasticity Jiang Ke School of Civil Engineering and Architecture, Shaanxi University of Technology, Hanzhong, shaanxi, 723001, China kj5525@sina.com Keywords: element model, elastic perfectly-plastic, Plasticity, Elasticity, stress, truss Abstract.
A new method for predicting the engineering elastic constants of a fiber-reinforced composite material is also presented.
A New Method for Predicting the Engineering Elastic Constants The formula of the new element model in the literatures [7] expresses the relationship between the cross-sectional area of a bar and the engineering elastic constants of a material.
Thus, a new method for determining the engineering elastic constants of a fiber-reinforced composite material can be obtained.
According to the formula of the new element model, a truss model can be obtained from the engineering elastic constants of the matrix material.

Application of Concept Design in Structural Design Software Xuefeng Zhou1, a and Xiang Chen1, b 1School of Civil Engineering, Xi’an Technological University, Xi’an, China azxf0311@126.com, bxichen0801@163.com Keywords: Concept design, Structural design, Computation model, Calculation parameters.
PKPM series computer CAD system developed by China Academy of Building Research PKPMCAD development of engineering construction is relatively good architectural design software, which related to more comprehensive contents.
References [1] Haitao Huang, Shenjiang Huang: Engineering and Construction, Vol. 24(2010), p. 479-480, 506, in Chinese
[2] Institute of Building Engineering Software, China Academy of Building Research, Information on http://www.pkpmsoft.com
[5] Bingyan Jiang, Ailan Yan, Jianjun Shi: Computer Engineering and Design, Vol. 25(2004), p. 259-261, in Chinese

In road engineering, temperature and strain data are mainly collected by electronic sensors [1-3].
In pavement engineering, as the special features of asphalt mixtures, further studies on FBG sensors are needed.
References [1] Chiasson Andrew D., Yavuzturk Cenk, and Ksaibati Khaled: Journal of Materials in Civil Engineering.
(in Chinese) [6] Ren L., Li H., and Zhou J.: Optical Engineering.
Vol. 25(2006), p.1 [7] Ren L., Li H., and Zhou J.: China Ocean Engineering.

Tibet University for Nationalities State Northwest Institute of Engineering school site and land determined in 1945.
Xi' an University of Architecture and Technology Xi'an Institute of Construction Engineering 1955.6 Yanta Road, Xi' an 14.
Xi’ an University of Engineering Northwest Institute of Textile 70 of the 20 century Jinhua Road, Xi’ an File not open 22.
In the February of 1954, the general design and planning of Northwest Institute of Engineering by Doon.Dayu and Yang Jiawen was approved by the school board.
In March 1956, Northwest Industrial Architecture Design Institute, with the participation of Administration of Urban Construction, Civil Building Design Institute in Beijing, completed the initial campus planning and construction drawing of Xi 'an Institute of Power which became today's Golden flower campus of Xi 'an University of Technology.

Particle Flow Simulation of Slope Instability and Failure Yunyun Fan1,a, Shiming Zan , Jiang Wan , Xiaohui Xu and Guozheng Song 1 School of Resource and Civil Engineering, Northeastern University, China, Shenyang ayunyunfan@126.com Keyword: slope instability;PFC2D;numerical simulation;parallel bond model Abstract.
Journal of Geotechnical Engineering Division, ASCE, 1979, 105(12): 1511－1524
Engineering Computations, 1992, 9(2):101－113
Three-dimensional discrete element method based on static relaxation[J].Chinese Journal of Rock Mechanics and Engineering,2000,19(4): 451－456.
Shear-band analysis in idealized granular material[J].Journal of Engineering Mechanics,1992,118(8): 397－415

The Effect of Soil Structure Interaction on the Seismic Response of Spatial Structure Subjected to the Near Fault Ground Motion Xiaobing Luan a, Suduo Xueb and Xiongyan Li c The College of Architecture and Civil engineering, Beijing University of Technology, Beijing, 100124, China axbluan@126.com, bsdxue@bjut.edu.cn, cxiongy2006@126.com Keywords: Spatial Structure, Seismic Response, Soil Structure Interaction, Radiation Damping Abstract.
References [1] William HK Lee, Hiroo Kanamori: International handbook of earthquake &engineering seismology, Academic press, 2002
Macrae, Joshua Mattheis: Journal of structure engineering, Vol.126 (1), 2000, p.117
Somerville: Earthquake Engineering & Structure Dynamic, Vol.33, 2004, p.1249
Malhotra:Earthquake engineering & Structure dynamics, Vol.28, 1999,p. 1309