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Introduction Since the end of 19th century, structural seismic design philosophies have gradually caught the attention of engineers.
Since 2010, combined with the bridge engineering development in China, the Department of Civil Engineering of Tsinghua University has begun to study on self-centering bridge pier joint[21]~[23].
MacRae, et al, “Residual Displacement Response Spectrum,” Journal of Structural Engineering, vol.124,pp523-530,1998
II: Seismic Analyses,” Journal of Bridge Engineering, vol.8,pp.102-111,2003
GUO, “Local Stability Study of New Bridge Piers with Self-centering Joints,” Engineering Mechanics, vol.29,pp.122-127,April,2012

The fitting analysis of the miscellaneous filled slope deformation monitoring Dawei Zheng1,a, Shuai Li1,b,Yimeng Zhao2,c 1Liaoning Technical University, Institute of Civil Engineering and Transportation, Liaoning Fuxin, 123000, China 2Mound Mine Geological Survey Group Co, LTD, Liaoning Fuxin, 123000, China azdwwxbzl@163.com,blsh_72008@163.com,c254122297@qq.com Keywords: The slope deformation; monitoring data; FLAC3D;fitting analysis.
With the improvement of technology, the dynamic monitoring has become an essential modern engineering construction link, in the process of effective data analysis, it not only provided a fundamental guarantee for the engineering safety early warning, but also provide a good calculation basis for the similar engineering design.
In the eighty’s of the 20th century, a large number of engineering simulation software came into China, and the researchers utilizes simulation software to analyze the slope deformation trend.
How to use the existing monitoring method to predict and analyze the miscellaneous fill slope deformation has become a hot topic of modern engineering.
Engineering Project The project, Beijing International Business District, in this article deals with 5 # 4 # and 5 a - a - 1 parcels.

Structural Analysis and Design of Slipway Floor with Anchor Jacked Piles Can Mei1, a , Xu-dong Fu1, b * and Ben-jiao Zhang1, c 1College of Civil and Architecture Engineering, Wuhan University, Wuhan 430072, China ameicanwhu@163.com, bxdfu@whu.edu.cn, czhangbjwhu@163.com Keywords: slipway floor; anchor jacked pile; Winkler model; equivalent bedding value; numerical simulation Abstract.
From the point of view of engineering, it can well meet the requirements of engineering precision already to take 5d ~ 6d as the interaction scope of pile and soil.
Foundation engineering (Second Edition) [M].
Chinese Journal of Geotechnical Engineering, 2000, 22(2): 151-157.
Chinese Journal of Geotechnical Engineering, 1996, 18 (1):1-6.

Combining with the current development trend of vehicle suspension and damper technology, different standards of MR dampers are respectively developed in this paper in order to solve problems the semi-active suspend engineering application brings, where its structure design of a certain type of MR damper is detailedly analyzed from the point of engineering view.
From the perspective of engineering application, when clearance is too small, a more damping force could be obtained under the same conditions.
Research on semi-active vibration control is closely combined with the engineering application.
The hardware-in-the-loop simulation and engineering experiments has laid a good foundation for new types of MR damper’s engineering development.
Ni: Smart Structures and Materials: Sensors and Smart Structures Technologies for Civil, Mechanical, and Aerospace Systems (2005), pp. 690-700

If engineering construction are performed in these areas, it will be encountered the problem of soft soil foundation.
All of these numerical model test research have provided a reliable testing foundation for its theoretical research and engineering application.
Research on Soil Squeezing Effect of Pile Sinking of PHC Pile for Subgrade of High- speed Railway [J], Journal of Railway Engineering Society, 2010, 9: 9-15
Growth of Pile Bearing Capacity over Time Considering the Dissipating of Excess Pore Pressure [J], Journal of Engineering Geology, 2012,20(5):815-820
The foundation and engineering examples of FLAC/FLAC3D [M], Water conservancy and Hydropower Press, 2009

To facilitate the application of Bayesian network in engineering fields, learning proper structure from dataset is one of the most efficiency Bayesian network modeling technique.
Acknowledgment The authors gratefully acknowledge the financial support for this research from the China Civil Aircraft Advanced Research Project, the China Aeronautical Science Foundations (Grant No. 2009ZE53052), the Science and Technology Project of Shaanxi Province (Grant No. 2010K8-11).

Monitoring fatigue cracking of large engineering structures is a costly and time-intensive process.
Application of SCM The influence of structural aging and the dangerous combination of fatigue and corrosion, together with recent accidents in civil structures and military facilities, has received more attentions for active structural health monitoring systems.

Seismic energy demands in steel moment frames Selcuk Dogru1,a, Bora Aksar1,b, Bulent Akbas1,c*, Jay Shen2,d, Onur Seker2,e and Rou Wen3,f 1Gebze Institute of Technology, Dept. of Earthquake and Structural Engineering, Gebze, Turkey 2Iowa State University, Dept. of Civil, Construction and Environmental Engineering, Ames, IA, USA 3 Sharma & Associates, Inc., Countryside, IL, USA aseltrue@hotmail.com, bbaksar@gyte.edu.tr, cakbasb@gyte.edu.tr, d jshen@iastate.edu, eoseker@iastate.edu, frouwen2008@gmail.com Keywords: Energy Demand, Seismic Design, Steel Moment Frame.
[9] ASCE 7-10, “Minimum Design Loads for Buildings and Other Structures”, American Society of Civil Engineers, Reston, VA, 2010
“Seismic Demand in Medium- and Long-period Structures”, Earthquake Engineering and Structural Dynamics,1987, 18:513-537
Pacific Earthquake Engineering Research Center, 325 Davis Hall, University of California, Berkeley, CA 94720
The Engineering Science of Structures, A Special Volume Honoring Sidney A.

Zhang, “Cement-based composite materials,” in Composite Materials Engineering, vol. 2, Springer Singapore, 2017, pp. 489–529. doi: 10.1007/978-981-10-5690-1_4
Alwash, “Effects of steel fibers geometry on the mechanical properties of SIFCON concrete,” Civil Engineering Journal (Iran), vol. 6, no. 1, pp. 21–33, Jan. 2020, doi: 10.28991/cej-2020-03091450
Abass, “EFFECT OF STEEL FIBER PROPORTION ON SIFCON MECHANICAL PROPERTIES,” Journal of Engineering and Sustainable Development, vol. 26, no. 1, pp. 55–63, Feb. 2022, doi: 10.31272/jeasd.26.1.6
Tiware, “EFFECT OF FLY ASH AND ARTIFICIAL SAND ON THE COMPRESSIVE STRENGTH OF CONCRETE,” international journal of advance research and science of engineering, 2018, [Online].
Bingöl, “Examining SIFCON’s Mechanical Behaviors According to Different Fiber and Matrix Phase,” Iranian Journal of Science and Technology - Transactions of Civil Engineering, vol. 43, no. 3, pp. 501–507, Sep. 2019, doi: 10.1007/s40996-018-00227-x

This collection of 835 peer-reviewed papers covers state-of-the-art developments in Structural Engineering, Road and Bridge Engineering, Geotechnical Engineering, Architecture and Urban Planning, Transportation Engineering, Hydraulic Engineering, Engineering Management, Computational Mechanics, Construction Technology, Building Materials, Environmental Engineering, Computer Simulation and CAD/CAE.
Emphasis was placed on basic methodologies, scientific development and engineering applications.