Search results

Analysis On Seismic Pounding of Curved Bridge Qiang Xu 1, a, Xingjun Qi 2,b 1 School of Civil Engineering, Shandong Jianzhu University, Jinan, 250101, China 2 School of Civil Engineering, Shandong Jianzhu University, Jinan, 250101, China aytLdqq@126.com, bqxj123@163.com Keywords: Curve Continuous Beam Bridge, Seismic Response, Nonlinear Time-History Analysis, Pounding Element.
References [1] Earthquake Engineering Research Institute (EER I).
[2] Earthquake Engineering Research Institute (EER I). 1999.
(In Chinese) [7] JTJ 004-89, Specifications of Earthquake Resistant Design of Highway Engineering.

EXPERIMENTAL STUDY ON REINFORCED CONCRETE BEAM AND COMPOSITE COLUMN JOINT WITH SQUARE STEEL CAGE Aravind Raj P S 1,a * and Joanna P S 2,b 1Research Scholar, Department of Civil Engineering Hindustan Institute of Technology and Science Hindustan University, Padur, Kanchipuram District.
Pincode - 603103. 2Professor, Department of Civil Engineering Hindustan Institute of Technology and Science Hindustan University, Padur, Kanchipuram District.
Introduction The concept of confined concrete has been widely accepted and applied in structural engineering.
Journal of Structural Engineering, ASCE, Vol.84, pp. 1787-1799
Journal of Structural Engineering, ASCE, Vol.135, pp. 1177-1190

NONLINEAR DEFORMATIONS OF STIFFENED REINFORCED CONCRETE SHELLS Alexander Panin, Alexey Semenov* Saint Petersburg State University of Architecture and Civil Engineering, 4 Vtoraja Krasnoarmejskaja St., Saint Petersburg, Russian Federation sw.semenov@gmail.com Keywords: Shells, nonlinear deformation, reinforced concrete.
[2] Solovei, N.A., Krivenko, O.P., Malygina, O.A., Finite element models for the analysis of nonlinear deformation of shells stepwise-variable thickness with holes, channels and cavities, Magazine of Civil Engineering, 1 (53) (2015) 56–69
[3] Stupishin, L., Nikitin, K., Kolesnikov, A., Numerical research orthotropic geometrically nonlinear shell stability using the mixed finite element method, IOP Conference Series: Materials Science and Engineering. 201 (2017) 012019
(Eds.), Plasticity of pressure-sensitive materials. engineering materials, Springer Berlin Heidelberg, Berlin, Heidelberg, 2014
[13] Bondarenko, V.M., and Bondarenko, S.V., Engineering methods of the non-linear theory of reinforced concrete, Stroyizdat, Moscow, 1982

Enhancement Measures of 35.6m Span Arched Corrugated Steel Roof Xiao Ping Wang1,a, Min Liu1,b,Ge Yang1,c,Zhen Xing Li1,d, 1School of Civil Engineering and Architecture, Wuhan University of Technology, China awgdxpw@126.com, blioumin0022@163.com, c61600885@qq.com, d380504593@qq.com Key Words: 35.6m span, Arched Corrugated Steel Roof,Fixed end support,Concrete cantilever beam, Enhanced measures Abstract.
Successfully used this structure in engineering practice, received good effect.
Consider the fixed end bearing difficult to achieve in practical engineering, and the TS410 steel is hard, rolling technical requirements is higher, by multi-comparison and verification, party ultimately determine adopt the second measure.
By comparing to the engineering practice, this has been a more appropriate project to enhance the program - set concrete cantilever beam.
Journal of civil engineering [J], 2003, 36 (4): 43-48

IOP Conference Series: Materials Science and Engineering, 463 (2018) https://doi.org/10.1088/1757-899X/463/3/032012
Fangping Liu, Jianting Zhou, Experimental Research on Fatigue Damage of Reinforced Concrete Rectangular Beam, KSCE Journal of Civil Engineering. 9 (2018) 3512-3523
A Comparative Experimental Study on the Flexural Behavior of High-Strength Fiber-Reinforced Concrete and High-Strength Concrete Beams, Advances in Materials Science and Engineering №7390798 (2018)
Flexural Fatigue Properties of Ultra-High Performance Engineered Cementitious Composites (UHP-ECC) Reinforced by Polymer Fibers, Polymers. 8 (2018) 892
Strength of reinforced concrete beams of high-performance concrete and fiber reinforced concrete, Bulletin of Civil Engineering. 1 (2018) 90-100

International Experience and Prospects for the 3D Concrete Printing Development Adamtsevich Liubov1,a, Pustovgar Andrey1,b and Adamtsevich Aleksey1,c 1Moscow State University of Civil Engineering, 26 Yaroslavskoe shosse, Moscow, Russia aAdamtsevichLA@mgsu.ru, bPustovgarAP@mgsu.ru, cAdamtsevichAO@mgsu.ru Keywords: 3DCP, additive manufacturing, Construction 4.0, Industry 4.0.
:Buildings Vol. 10(12) (2020) 231 [4] Boton C., Rivest L., Ghnaya O., Chouchen M.: Archives of Computational Methods in Engineering Vol. 28(4) (2021)2331-2350 [5] Mechtcherine V., Nerella V.N.: Bautechnik Vol. 95 (4) (2018) 275-287 [6] Balasubramanian S., Shukla V., Islam N., Manghat S.: IEEE Transactions on Engineering Management (2021) [7] Qaidi S., Yahia A., Tayeh B.A., Unis H., Faraj R., Mohammed A.: Materials Today Sustainability Vol. 20 (2022) 100240 [8] Lojanica V., Colic-Damjanovic V.
RILEM Bookseries (2020) 804-813 [13] Wang Q., Zhang S., Wei D., Ding Z.: ICCREM 2018: Innovative Technology and Intelligent Construction - Proceedings of the International Conference on Construction and Real Estate Management 2018 85-94 [14] Zöller R., Ochlast A., Zimmert F., Braml T.: Beton- und Stahlbetonbau Vol.117(4) (2022) 222-234 [15] Ozturk I.E., Ozturk G.B.: ISEC 2019 - 10th International Structural Engineering and Construction Conference (2019) [16] Menegon J., da Silva Filho L.C.P.: Iranian Journal of Science and Technology - Transactions of Civil Engineering (2022) [17] Kovářík M., Svoboda P., Achten H.H.: Solid State Phenomena Vol. 292 SSP (2019) 249-256 [18] Leite G., Fontana M.E.: 2021 International Conference on Decision Aid Sciences and Application, DASA 2021 294-298 [19] Fernandes P., Almeida N.M.F., Baptista J.R.S.: Advances in Science, Technology and Innovation (2021) 333-340 [20] Tahmasebinia F., M.E.

Increasing the Capacity of Concrete Column with Integrated Permanent Formwork using Wood-wool Cement Board Nursafarina Ahmada, Zakiah Ahmadb, Azerai Ali Rahmanc, Hanizah Ab Hamidd and Mohd Azrizal Aziz Fauzi Institute of Infrastructure Engineering and Sustainable Management, Faculty of Civil Engineering, University Teknologi MARA Malaysia, 40450 Shah Alam, Selangor, Malaysia anursafarinaahmad@gmail.com, bzakiah@salam.uitm.edu.my, cazerai2000@yahoo.com, dhanizah_ah@yahoo.com Keywords: compressive strength, concrete column, permanent formwork, wood-wool cement board Abstract.
Statistics indicated permanent formwork has a lot of advantages that can guide engineers to wonderful horizons in construction industry such as; accurate quantities and sizes, capability to use lightweight material, easy to install, rapid assembly, less expensive than other options, faster construction time, simplified and safer construction process, quality product, a sustainable solution, durable, fire resistance, thermal and acoustic advantages, design flexibility, eliminates need for false work, reduces need for site skill levels, increases the potential for standardization, speeds up fixing time and eliminates stripping, allows early access for following operations, provision of a safe working platform early in the construction process, elimination of the need to strip formwork in difficult and confined spaces when working at height [3].
Bhd for supplying the panels and also the technicians of Civil Engineering Faculty and Faculty of Mechanical for their assistance and support.
Gjinolli, “Cement-bonded wood composites as an engineering material”.In Proceedings Use of Recycle Wood and Paper in Building Applications, Proc.

Bearing Capacity Calculating of GFRP Tube Filled with Steel-Reinforced Concrete Composite Column Subjected to Eccentric Loading Bailing Chen, Lianguang Wang and Guopeng Qin School of Resources and Civil Engineering, Northeastern University, Shenyang, Liaoning, 110004, China bailingc@163.com Keywords: GFRP Tube; Reinforced Concrete; Composite Member; Eccentric Compression, Bearing Capacity Calculating.
But during the actual engineering, the members are usually in a condition of eccentric compression, bending and even pure bending, because of the indeterminateness of the applied position of the loads, the construction deviation, and the fault in material etc..
[3] Matthys, S., Toutanji, H., and Taerwe, L., submitted to Journal of Structural Engineering (2006)
[5] Wang L G, Qin G P., submitted to Engineering Mechanics (2009), in Chinese
[6] Lu G C., Study on behavior of concrete-filled FRP tubes under axial compression, PhD thesis, the civil engineering department of Tsinghua University, Beijing (2005)

Durability of Broken Concrete Specimens Strengthened with CFRP Sheets Ming-Ju Lee1, a, Ming-Gin Lee2, b, Yi-Shuo Huang3, c, and Yang-hsin Liang4, d 1 Jen-Teh Junior College of Medicine, Nursing and Management, Houlong, Miaoli, Taiwan, R.O.C. 2,3 Department of Construction Engineering, Chaoyang University of Technology,Taichung County, 41349, Taiwan, R.O.C.
One of the major problems facing the civil engineers of today is to preserve, maintain, and retrofit these structures [2].
[3] Yung-Chih Wang and Ming-Gin Lee: Rehabilitation of Non-ductile Beam-Column Joint Using Concrete Jacketing, 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, Paper No. 3159 (2004)
Wattleworth: Development and Evaluation of a Testing Device for Accelerated Age Hardening of Bituminuous Materials, Final Report for Florida Department of Transportation, Project No. 4910450437712, Department of Civil Engineering, University of Florida (1995), p.132
[7] Yang-hsin Liang: Durability of Strengthening Damaged Concrete Members Using CFRP Sheets, Master Thesis, Department of Construction Engineering, Chaoyang University of Technology (2003).

The Application of Equivalent Flow Model in Groundwater Resources Loss Estimate of Fractured Rock Tunnel Zhichun Liu1, 2,a, Qian Yang1, 2,b, Minglei Sun2,c 1 School of Civil Engineering, Beijing Jiaotong University, Beijing,100044, China 2 School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang, Hebei, 050043, China aliuzhch01@163.com, byjsk@stdu.edu.cn, csunminglei919@163.com Keywords: equivalent flow model, groundwater resources loss, fractured rock tunnel, computation model Abstract.
Because of the complexity of fractured rock masses and the multiformity of seepage characteristics, it is impossible that the computation model reflect the whole seepage characteristics, and the double media model and network fissure medium model is not widely application in practical engineering.
Kacimov: Journal of Hydrology Vol. 303 (2005), p. 271 [2] Dimitrios Kolymbas and Peter Wagner: Tunnelling and Underground Space Technology Vol. 22(2007), p. 23 [3] Liu Dan, Yang Lizhong and Yu Sujun: Journal of Southwest Jiaotong University Vol. 36(2001), p. 308, In Chinese [4] In-Mo Lee and Seok-Woo Nam: Tunnelling and Underground Space Technology Vol.19(2004),p. 273 [5] Jean-Christophe Maréchal and Pierre Perrochet: Earth and Planetary Science Letters Vol. 194 (2001), p.213 [6] Jorge Molinero, Javier Samper and Ruben Juanes: Engineering Geology Vol.64 (2002), p.369 [7] Bih-Shan Lin, Cheng-Haw Lee and Jin-Li Yu: Journal of the Chinese institute of Engineers Vol.2 (2000) p.155, In Chinese [8] Information on http://www.geo-slope.com