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Finite element parametric analysis on bearing capacity of cast steel spherical joint Yan Lin 1,4, a, Wei Jiang 2,a , Chang-lin Sun 3,b , Xue-jun Zhou 4,c 1School of Civil Engineering Shandong University, Jinan 250061China 2 Shandong Tianwei Engineering Consulting Co.
,Ltd, Jinan 250014 China 3 School of Foreign Languages, Shandong Jianzhu University, Jinan 250101 China 4 School of Civil Engineering, Shandong Jianzhu University, Jinan 250101 China alinyan126@163.com, banniesun66@hotmail.com, cxuejunzhou@126.com Keywords: cast steel spherical joint; finite element parametric analysis; failure mode, bearing capacity Abstract.
Particularly in recent years, with the increasing of span of the structure and unusual geometry of joint, cast steel spherical joint has been paid more and more attention by the engineers for its serviceability [1].
Therefore, in order to match the real engineering condition we should take inner fillet into account for the finite element model, whose radius is the same with that of the outer fillet.
Civil Engineering Journal,（2003）, 36(10), p.1(in Chinese) [4] Professional Standard of the People’s Republic of China.

GFRP bars application status.Currently GFRP plates and wires have been as civil engineering structural reinforcement, reinforcement fields has been more widely used as a tubular pipe and concrete composite structures began to be applied to new construction, as an alternative to ordinary steel bars used is still under study phase.
Test of Combined supporting piles Through engineering test pilot experiments pile real working conditions, in order to solve the GFRP bars and strand combination technique in excavation pile structure application problems.
[2] Shaoqing Shi,Yingfang Liu and Ping Yin: submitted to Journal of Engineering Plastics Application. 2004, 32(6): 43-45
[3] Weichen Xue, Qiaowen Zhen and Yu Yang: submitted to Journal of Civil Engineering. 2007, 40(12): 59-68
[5] Hui Peng: submitted to Journal of China Municipal Engineering. 2008, 4:60-62

Health Index Evaluation on Acoustic emission Signal for concrete Structure by Intensity Analysis Method Shahiron Shahidan1,a, Norazura Muhamad Bunnori2,b, Noorsuhada Md Nor3,c and Siti Ramziah Basri 2,d 1Faculty of Civil Engineering, Universiti Tun Hussien Onn Malaysia, Parit Raja, 86400 Batu Pahat, Johor, Malaysia 2School of Civil Engineering, Engineering Campus, Universiti Sains Malaysia (USM), Seri Ampangan, Seberang Perai Selatan, 14300 Nibong Tebal, Pulau Pinang, Malaysia 3Faculty of Civil Engineering, Universiti Teknologi MARA (UiTM), 40450 Shah Alam, Selangor, Malaysia ashahironshahidan@gmail.com, bcenorazura@eng.usm.my, cidanur211@yahoo.com, dramziah88@yahoo.com Keywords: Acoustic emission, Historical Index, Severity Index, reinforced concrete beam Abstract.
Engineering Fracture Mechanics 51(3): 401-409
Engineering Structures 32(6): 1704-1714
Journal of Bridge Engineering 10(6): 713-721.

Damage Localization of Offshore Platform Based on the Virtual Impulse Response Function Diao Yansong 1, a, Zhang Qiliang 2,b , Meng Dongmei 1,c 1 College of Civil Engineering, Qingdao Technological University, Qingdao 266033, China 2 Shandong Electric Power Engineering Consulting Institute Corp., Ltd, Jinan 250013,China adiaoys@163.com, bzql_progress@sina.com, cmengke198829@126.com Keywords: damage localization; virtual impulse response function; wavelet packet decomposition; offshore platform Abstract.
Nevertheless, for the large scale civil engineering structures such as sea-crossing bridge and offshore platform, it is hard to impose artificial excitation, and it is also difficult to test ambient excitation.
Engineering Structures ,2005,27:1339～1348
Engineering structure damage alarming theory and application.
China Civil Engineering Journal, 2000,33(1):49~55.

Wind Speed Effect on the Time Available for Compaction of Warm Mix Asphalt (WMA) Wardati Hashim1,a, Nurul Syahirah Fatinah Mustapa1,b, Ahmad Kamil Arshad2,c, Ekarizan Shaffie2,d and Nur Ilya Farhana Md Noh3,e 1Faculty of Civil Engineering, Universiti Teknologi MARA (UiTM), Selangor, Malaysia 2Institute for Infrastructure Engineering and Sustainability Management, Universiti Teknologi MARA (UiTM), Selangor, Malaysia 3Faculty of Engineering and Built Technology, UCSI University, Kuala Lumpur, Malaysia awardatihashim@gmail.com, bsyeiraf@gmail.com, cdrahmadkamil@gmail.com, deka7980@gmail.com, enurilyafarhana@yahoo.com Keywords: Warm Mix Asphalt (WMA), Cooling rate, Time Available for Compaction (TAC), Environmental effect, Wind speed Abstract.
Special thanks to the management of Faculty of Civil Engineering and Institute for Infrastructure Engineering and Sustainable Management, UiTM for the constant support.
University of Washington Civil and Environmental Engineering, Seattle. (2006) [3] Brown, R.E., Hainin, M.R., Cooley, A. and Hurley, G.: Relationship of Air Voids, Lift Thickness, and Permeability in Hot-Mix Asphalt Pavement.
The Islamic University Journal (Series of Natural Studies and Engineering). 14(1). (2005). p11-35

This paper discussed the effect of lead rubber bearing and viscous dampers with an engineering example.
Viscous dampers The application of the fluid viscous damper in civil engineering, particularly in seismic and wind protection, has become increasingly popular along with the development of science and technology.
Theoretical analysis of seismic isolated bridge [D].Shanghai: School of Civil Engineering &Architectur,2002
Journal of Structural Engineering,1989 (12) :3000-3016
Analytical Model of Viscoelastic Fluid Dampers[J ].Journal of Structural Engineering , 1993 ,119 (11) :3310-3325

., School of Civil Engineering, Engineering Campus, University Sains Malaysia, 14300 Nibong Tebal, Penang, MALAYSIA.
Keyword: Organic soil, slightly organic soil, Organic content, Engineering properties of soil, Atterberg limits.
References [1] British Standards Institution, Methods of Testing for Soils for Civil Engineering Purposes, 1990, BS 1377
Effect of Chemical Admixtures on the Engineering Properties of Tropical Peat Soils.
American J. of Engineering and Applied Sciences, 2 (7): 1113-1120

The respondents consist of contract managers, managing directors, project managers, senior civil engineers, and quantity surveyors.
Journal of Construction Engineering and Management, 145(2019), 1-10
Journal of Construction and Engineering Management, 144(2018), 1-8
KSCE Journal of Civil Engineering, 22(2018), 2147-2158
International Journal of Mechanical and Civil Engineering, African-British Journals, 4(2021), 34-51

Silica Fume-Red Mud Based Geopolymer Stabilized Organic Soil Rezaul Islam Choudhury1,a, Monowar Hussain1,b,* 1Civil Engineering Department, NIT Silchar, Assam, India aget.rezaul@gmail.com, bmonowar@civil.nits.ac.in Keywords: Organic soil, Silica Fume (SF), Red Mud (RM), NaOH, Geopolymer, Unconfined Compressive Strength (UCS), Microstructure Abstract.
Halabe, and Avinash Unnikrishnan: International Journal of Structural and Civil Engineering Research (2016), Vol. 5, No. 2 [8] S.A.Khanday, M.Hussain, and A.
Bulletin of Engineering Geology and the Environment(2021a) 80 (7): p.5539–5551
[9] Aswani E, Lathi Karthi: International Journal of Scientific & Engineering Research (2017), Volume 8, Issue 2 [10] Kunal, R.Siddique, A.Rajor and M.Singh: Journal of Materials in Civil Engineering (2016) 28(10), p.04016088
[17] A.Paul, M.Hussain: J Mater Civ Eng (2020) 32, p.4020350 [18] S.A.Khanday, M.Hussain and A.K.Das: Journal of Materials in Civil Engineering, 33(12) (2021b), p. 04021347.

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Loukili, Etude comparative du couplage endommagement – fluage, Revue Française de Génie Civil, Vol. 8, pp. 457-482, 2004 [16] Reviron N., Etude du fluage des bétons en traction.
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Bourbon, Effect of Temperature on the Basic Creep of High-Performance Concretes Heated between 20 and 80°C, Journal of Materials in Civil Engineering, 2015, 27(7)
Torrenti, Early-age behaviour of concrete nuclear containments, Nuclear Engineering and Design 238 (2008) 2495–2506 [23] A.B.