Search results

Shaking table test of multi-tower self-anchored suspension bridge Chao Zhang a , Zhen-zheng Fang b College of Civil Engineering, Fuzhou University, Fuzhou, Fujian 350108, China a fzu2001@gmail.com b zzfang@fzu.edu.cn Keywords: Shaking table test ; multi-tower; self-anchored suspension bridge Abstract.As a new kind of bridge structure, multi-tower self-anchored suspension bridge (MSSB) has complicated mechanical characteristics.
Author is grateful to the Fujian Seismic and Disaster Research Center of Civil Engineering (SDRCCE).
Journal of Bridge Engineering.
Journal of Earthquake Engineering and Engineering Vibration, Vol. 36. (2011), p. 97 (In Chinese) [4] Chao Zhang , Zhenzheng Fang.
International Symposium on Innovation & Sustainability of Structures in Civil Engineering. (2011) [5] Chao Zhang.

Unlike other civil engineering materials, the soils already exist on the site where the work will be carried out.
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, 157(4)(2004), 165-171
Das, Principles of geotechnical engineering.
ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering 2(1)(2016), 04015017
Nadim, Risk and reliability in geotechnical engineering.

Reducing the consumption of steel in engineering constructions, can save energy and reduce environment pollution, meet the national energy-saving emission reduction policy.
The Standard layer plane graph of the structural laboratory engineering is displayed in Fig.1 [3].
The economic benefits of HRB500 high-strength reinforced bars in the Engineering application were analyzed through it.
Therefore, we should make more efforts to study high-strength reinforced bars, and widely promote the use of HRB500 high-strength reinforced bars in the engineering field.
[2] Kongjun Li, Yongxin Yang, Xiwei Wang: Guangdong architecture civil engineering, Vol. 5 (2008), p: 15-16.

A Simplified Linear Approach for Elastic Collision Analysis between the Fixed Middle Pier and the 2-span Continuous Girder PENG Tianbo1,a, HAN Lei1,b and SHI Xianfei1,c 1State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China aptb@tongji.edu.cn,bmvp944630278@163.com,c929885801@qq.com Key words: Bridge; Collision analysis; Time history of collision force; Peak collision force Abstract.
Acknowledgements This work was financially supported by the National Natural Science Foundation of China (No. 51278372), the Fundamental Research Funds for the Central Universities and Kwang-Hua Fund for College of Civil Engineering, Tongji University.
Journal of Earthquake Engineering, 2004, 8 (1) : 107-132
Earthquake Engineering and Engineering Vibration, 2005.8, 25(4): 91-98
Journal of Engineering Mechanics, 1998, 124(7):794-802.

Putra3, c 1Advanced Vehicle Technology, Faculty of Mechanical Engineering, Universiti Teknikal Malaysia Melaka, Hang Tuah Jaya, 76100 Durian Tunggal, Melaka, Malaysia. 2Green Technology Vehicles, Faculty of Mechanical Engineering, Universiti Teknikal Malaysia Melaka, Hang Tuah Jaya, 76100 Durian Tunggal, Melaka, Malaysia. 3Sustainable Maintenance Engineering, Faculty of Mechanical Engineering, Universiti Teknikal Malaysia Melaka, Hang Tuah Jaya, 76100 Durian Tunggal, Melaka, Malaysia.
Various applications was used this material which are railways, civil, earthquake, high-rise building, mechanical and many more.
This research almost conducted in civil application and they found that the horizontal displacement is proportional by increasing the transient.
References [1] The Malaysian Rubber Producers’ Research Association, Engineering design with natural rubber, NR Technical Bulletin, (1992), ISSN 0956-3856
[4] Andrea Mordini, Alfred Strauss, An innovative earthquake isolation system using fibre reinforced rubber bearings, Engineering Structures, 30, (2008), 2739-2751

BRESET - Remote Sensing Technology for Building Physics Research of Structures David Beckovsky1,a*, Frantisek Vajkay2,b 1Brno University of Technology, Faculty of Civil Engineering, Institute of Building Structures, Veveri 95, 602 00 Brno, Czech Republic 2Brno University of Technology, Faculty of Civil Engineering, Institute of Building Structures, Veveri 95, 602 00 Brno, Czech Republic abeckovsky.d@fce.vutbr.cz, bvajkay.f@fce.vutbr.cz Keywords: Remote sensing, sensors, building research, RaspberryPi, Arduino, ArduPi, building physics, I2C, SPI.
For the interaction with certain equipment engineers and scientist do have a need to build a wide range of tools under a dramatically short amount of time.
This trend is caused by the needs to verify the precision of numerical models in engineering practice.

., Xinfeng town, Yancheng city, Jiangsu Province, China 4Wuxi inspection center of architectural quality, No.8 Xinhuihuan Road,Wuxi city, Jiangsu Province, China apanpan720@hhu.edu.cn, b13805108610@126.com, cYqjiang@hhu.edu.cn, d708858398@qq.com Keywords: Civil engineering materials, Autoclaved Aerated Concrete, Aluminum insertion, Properties Abstract.

Performance-based design in earthquake engineering: state of development, Engineering structures 2001; 23(8): 878-84
An overview of PEER’s performance-based earthquake engineering methodology, In: Proceedings of Ninth International Conference on Applications of Statistics and Probability in Civil Engineering, San Francisco, USA, 2003: 1-8
Probabilistic Seismic Demand Analysis, PhD Thesis, Department of Civil and Environmental Engineering, Stanford University, Stanford, 1998
Thesis, Department of Civil and Environmental Engineering, Stanford University, Stanford, 1999
Thesis, Department of Civil and Environmental Engineering, Stanford University, Stanford, 2002

Study on Influence of Infilled Wall of RC Frame Structures Yanna Liu1, a, Libo Wang2, b and Yongsheng Zhang1, c 1College of Architecture and Civil Engineering ,Tai yuan university of technology ,Taiyuan, China 2College of Civil and Architecture Engineering , An yang institute of Technology ,Anyang, China aliuyannaforever@163.com, bwanglibo1700@163.com, czhangys868@163.com Keywords: Masonry infilled wall, Modal analysis, Response spectrum analysis, MIDAS Abstract.
These results clearly indicate that the stiffness effect of infilled wall is significant for the structure calculation and should be properly considered during the calculation of the engineering design in the future.
Huang: Journal of Earthquake Engineering and Engineering Vibration, Vol. 28 (2008) No.6, p.172 (In Chinese)
Huang: World Earthquake Engineering.

Interfacial Shear Stress Calculation of Concrete Beams Strengthened with FRP Plate Based on Energy Theory Jia Yang 123, a, Lianguang Wang 2,b, Wenyu Hou2,c 1 College of Architectural and Civil Engineering, Shenyang University, Shenyang, China 2 School of Resource & Civil Engineering, Northeastern University, Shenyang, China 3The Key Laboratory of Geoenvironmental Engineering of Liaoning Province, Shenyang, China ayangjia0918@163.com, blgwneu@hotmail.com, chouwenyu61@sina.com Keywords: FRP plate; concrete beams; interfacial shear stress; energy theory Abstract: The collaborative work between FRP plate and concrete is achieved through the binder, so the interface of them is the weak links.
In practical engineering, temperature changes of environment and creep effect are large.
ASCE Journal of Structural Engineering, 2001, 127(7): 784-791
Engineering Structures, Vol. 30(2008), p. 3305