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Online since: September 2013
Authors: Kai Qin, Fu Ma
Reinforced concrete frame - shear wall structure, floor open hole static finite element analysis
Kai Qin1,a, Fu Ma1,b
1Department of Civil Engineering, Taiyuan University of Technology79,
YingZe West Street, Taiyuan, 030024, China
a qk1510@sina.com, bs991400218@sina.com
Key words: frame - shear wall structure, floor open hole, finite element analysis
Abstract: along with the diversification of architectural image and the construction of complicated functions, there are more and more irregular buildings.
Wang: ANSYS numerical analysis of engineering structures [M].
[3] Willam, KJ.and Warnke, E.D.Constitutive Model for the Traxial Behavior of Concrete.Proceedings International Association for Bridge and Structural Engineering,1975,VOI.19,ISMES,Bergamo,Italy
Hao: Civil engineering ANSYS applications [M].
Wang: ANSYS numerical analysis of engineering structures [M].
[3] Willam, KJ.and Warnke, E.D.Constitutive Model for the Traxial Behavior of Concrete.Proceedings International Association for Bridge and Structural Engineering,1975,VOI.19,ISMES,Bergamo,Italy
Hao: Civil engineering ANSYS applications [M].
Online since: January 2012
Authors: Li He, Xian Guo Ye
A Study on Elastic Input Energy Spectra Based on
The Compound Intensity Indicator
Li He1.3,a, Xianguo Ye1.2,b
1School of Civil and Hydraulic Engineering, Hefei University of Technology, Hefei 230009 , China
2Anhui Provincial Civil Structural and Material Laboratory, Hefei 230009 , China
3Construction Supervision Co., Ltd, Hefei University of Technology, Hefei 230009, China
ahfgdhbl@126.com,byexg428@yahoo.com.cn
Keywords: Input Energy Spectra, Ground Motion Duration, Compound Intensity Indicator, Damping Ratio.
In order to obtain the statistical laws for Chinese engineering use, it is necessary to classify the selected strong motion records according to reference [4].
Earthquake Engineering and Structure Dynamics, Vol.27 (1998), p.1503 [2] Y.
Journal of Earthquake Engineering, ASCE, Vol.4 (2000), p.539 [3] http://peer.berkeley.edu/nga/search.html [4] H.Lü, F.Zhao.
In order to obtain the statistical laws for Chinese engineering use, it is necessary to classify the selected strong motion records according to reference [4].
Earthquake Engineering and Structure Dynamics, Vol.27 (1998), p.1503 [2] Y.
Journal of Earthquake Engineering, ASCE, Vol.4 (2000), p.539 [3] http://peer.berkeley.edu/nga/search.html [4] H.Lü, F.Zhao.
Online since: October 2014
Authors: Jiao Long Ren
Results are beneficial to promote the application of building demolition waste on highway engineering.
Cement stabilization of reclaimed asphalt pavement aggregate for road bases and subbases, Journal of Materials in Civil Engineering. 14.3 (2002) 239-245
Laboratory investigation of engineering properties of rubberized asphalt mixtures containing reclaimed asphalt pavement, Canadian Journal of Civil Engineering. 37.11 (2010) 1414-1422
Cement stabilization of reclaimed asphalt pavement aggregate for road bases and subbases, Journal of Materials in Civil Engineering. 14.3 (2002) 239-245
Laboratory investigation of engineering properties of rubberized asphalt mixtures containing reclaimed asphalt pavement, Canadian Journal of Civil Engineering. 37.11 (2010) 1414-1422
Online since: March 2013
Authors: Yan Lin Zhao, Hai Bo Lu, Ai Ping Yu
Performance of Different Corrosion Ratio RC Beams under Fatigue Load
Aiping Yu 1,2,a, Haibo Lu *1,2,b, Yanlin Zhao 2,c
1 Guangxi Key Laboratory of Geomechanics and Geotechnical Engineering , Guilin University of Technology, Guilin 541004,China;
2 College of Civil Engineering and Architecture, Guangxi University,Nanning 530004, China
ay-icefire@126.com, b lhb@glite.edu.cn, czhaoyanlin@glite.edu.cn
* Corresponding author
Keywords: Fatigue load; Reinforced concrete beam; Corrosion ratio
Abstract: For investigating the stiffness changes on reinforced concrete beam at different level of corrosion after fatigue, a group of RC beams were designed with different corrosion ratio, and fatigue test was carried on these specimens.
Engineering Structures.
China Civil Engineering Journal (In Chinese).
Engineering Structures.
China Civil Engineering Journal (In Chinese).
Online since: February 2014
Authors: Mauro Sassu, Marco Andreini, Anna de Falco, Linda Giresini
An Innovative Low Cost Solution for Bamboo Trusses
with High-ductility Connections
Mauro Sassu1, a, Marco Andreini1,b Anna De Falco1,c and Linda Giresini1,d
1Department of Energy, Systems, Territory and Construction Engineering, University of Pisa,
Largo Lazzarino n.1 - 56126 Pisa, Italy
am.sassu@unipi.it, bmarco.andreini@dic.unipi.it, ca.defalco@ing.unipi.it, dlinda.giresini@dic.unipi.it
Keywords: Bamboo constructions; Trusses; Structural optimization; Low-cost technology.
Conclusions It is shown an innovative and simple technique for bamboo joints to apply on roof trusses for civil constructions.
Follet, ‘Earthquake-proof house shakes bamboo world’ Proceedings of the Institution of Civil Engineers, Vol. 157, Issue no. 3, 2004, pp102 [6] H.N.
Sassu, “A Challenge to Earthquake Engineering Professionals” Earthquake Spectra,vol. 20, num. 4, 2004, pp 1049-1056 [8] A.
Dept. of Structural Engineering – University of Pisa, vol.1, 2003, pp.14
Conclusions It is shown an innovative and simple technique for bamboo joints to apply on roof trusses for civil constructions.
Follet, ‘Earthquake-proof house shakes bamboo world’ Proceedings of the Institution of Civil Engineers, Vol. 157, Issue no. 3, 2004, pp102 [6] H.N.
Sassu, “A Challenge to Earthquake Engineering Professionals” Earthquake Spectra,vol. 20, num. 4, 2004, pp 1049-1056 [8] A.
Dept. of Structural Engineering – University of Pisa, vol.1, 2003, pp.14
Online since: December 2011
Authors: Tian Jiao Li
Study on Pre-Planning and Design of A Hotel
Tianjiao LI
Jilin Institute of Architecture and Civil Engineering; Changchun 130118; Jilin; China
ltq201108@yahoo.com.cn
Keywords: Pre-Planning and Design; General Layout; Functional Division; Environmental Planning and Landscape Design; Green Design
Abstract.
Analysis of an Engineering Project Engineering Situation.
Acknowledgements This research is supported by Jilin Institute of Architecture and Civil Engineering, thanks for providing good conditions for scientific research.
Analysis of an Engineering Project Engineering Situation.
Acknowledgements This research is supported by Jilin Institute of Architecture and Civil Engineering, thanks for providing good conditions for scientific research.
Online since: November 2013
Authors: Shen Hua Jiao, Jin An Wang, Ya Ming Liu
Exploration and Practice of Innovative Support System of Large-Scale Deep Foundation Pit in Beijing
Shenhua Jiao1, 2, a *, Jin’an Wang1, b and Yaming Liu3, c
1 School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing 100083, PRC
2 Beijing Modern Jinyu Construction Co., Ltd., Beijing 100102, PRC
3 Ove Arup & Partners Hong Kong Ltd., Hong Kong, PRC
a jiaosh98@163.com, b wja@ustb.edu.cn, c alex.liu@arup.com
Keywords: Foundation pit engineering, Support design, Waterproof curtain, Monitoring, Back analysis
Abstract: Foundation pit engineering is a critical part during the development process of underground space.
Foundation pit engineering is an important branch in civil engineering both for foundation structures of buildings on ground and development of urban underground space.
Chinese Journal of Geotechnical Engineering, 2006, 18 (supp):1534-1537.
Underground Engineering Handbook [M].
Pile Foundation Engineering Handbook [M].
Foundation pit engineering is an important branch in civil engineering both for foundation structures of buildings on ground and development of urban underground space.
Chinese Journal of Geotechnical Engineering, 2006, 18 (supp):1534-1537.
Underground Engineering Handbook [M].
Pile Foundation Engineering Handbook [M].
Online since: May 2012
Authors: Jian Song, Xiao Yang Rong, Yun Yun Fan
Measurement analysis of the influence of subway station construction to the adjacent building and ground surface deformation
SONG Jian1, a, RONG Xiaoyang2,b , FAN Yunyun3,c
(1,2School of Resource and Civil Engineering, Northeastern University, Shenyang 110819, china)
asongjian@mail.neu.edu.cn
brongxiaoyangzaixian@126.com
Keywords: The subway station; Large-span tunnel; The cavern -pile method; The ground surface settlement; Monitoring.
Civil engineering testing technology [M].Beijing: China construction industry press, 2001:92-94
Chinese Journal of Rock Mechanics and Engineering, 2007,26(9):1855-1861
Chinese Journal of Rock Mechanics and Engineering, 2006,25(10):2030-2035
China Civil Engineering Journal, 2008.33(4): 47-50.
Civil engineering testing technology [M].Beijing: China construction industry press, 2001:92-94
Chinese Journal of Rock Mechanics and Engineering, 2007,26(9):1855-1861
Chinese Journal of Rock Mechanics and Engineering, 2006,25(10):2030-2035
China Civil Engineering Journal, 2008.33(4): 47-50.
Online since: January 2016
Authors: Jaroslav Kruis
Solution of Large Engineering Problems on Parallel Computers
Jaroslav Kruis
Department of Mechanics, Faculty of Civil Engineering, Czech Technical University in Prague,
Thákurova 7, 166 29, Prague, Czech Republic
jk@cml.fsv.cvut.cz
Keywords: parallel computers, domain decomposition method, Schur complement method, multiscale
problems.
This contribution reviews utilization of parallel computers in various engineering problems.
Then, engineering problems are sorted with respect to possible parallelization.
Rixen: International Journal for Numerical Methods in Engineering Vol. 47, (2000), p. 513-535
Čermák: Advances in Engineering Software, Vol. 60-61, (2013), p. 14-22
This contribution reviews utilization of parallel computers in various engineering problems.
Then, engineering problems are sorted with respect to possible parallelization.
Rixen: International Journal for Numerical Methods in Engineering Vol. 47, (2000), p. 513-535
Čermák: Advances in Engineering Software, Vol. 60-61, (2013), p. 14-22
Online since: December 2024
Authors: Iuliana Duma, Ion Aurel Perianu, Alin Constantin Murariu
Fires can affect both civil and industrial buildings.
References [1] Lapuebla-Ferri A., Pons D., Romero M.L.: Load and temperature influence on the post-fire mechanical properties of steel reinforcements, Journal of Constructional Steel Research 185, 106866, (2021), https://doi.org/10.1016/j.jcsr.2021.106866 [2] Maraveas C., Fasoulakis Z., Tsavdaridis, K.D.: Post-fire assessment and reinstatement of steel structures, Journal of Structural Fire Engineering 8, no. 2, (2017), pp. 181-201, https://doi.org/10.1108/JSFE-03-2017-0028 [3] Gunalan S., G., Mahendran M.: Experimental investigation of post-fire mechanical properties of cold formed steels, Thin-Walled Structures 84, (2014), pp. 241-254, https://eprints.qut.edu.au/74916/ [4] Yujie Yu, Lifeng Lan, Faxing Ding, Liping Wang: Mechanical properties of hot-rolled and cold-formed steels after exposure to elevated temperature: A review, Construction and Building Materials 213, (2019), pp. 360-376, https://doi.org/10.1016/j.conbuildmat.2019.04.062 [5] Sivakumar K., Mahendran M.: Post-fire mechanical
Nondestructive Post-fire Damage Assessment of Structural Steel Members Using Leeb Harness Method, Fire Technol 56, pp. 1777-1799, (2020), https://doi.org/10.1007/s10694-020-00954-6 [8] Blanc C.M., Sánchez A.O., Navarro I.F.: Evaluation of steel structures integrity in a post-fire condition: Case study of the Serradells sports centre in Andorra, Fire Safety Journal 133, (2022), 103668, https://doi.org/10.1016/j.firesaf.2022.103668 [9] LaMalva K., Danny Hopkin D.: International Handbook of Structural Fire Engineering, Springer International Publishing, (2021) [10] Ali B., Dehcheshmeh E.
S.: Post-fire Seismic Performance of Low-Yielding-Steel Plate Shear Wall Systems, International Journal of Civil Engineering 21 (2023), pp. 1661 – 1678 [11] Miao D., Shen L., Ge Y., Yang B., Zhao M.S., Ran C.H., Chiew S.P.: Experimental study on the post-fire cyclic behavior of Q960E ultra-high-strength structural steel, Thin-Walled Structures (2023) [12] Jianmin H., Wang F., Xue X., Sun Y., Gao Y.: Post-fire ultra-low cycle fatigue properties of high-strength steel via different cooling methods, Thin-Walled Structures (2023) [13] Hongbo L., Liao X., Chen Z., Huang S.S.: Post-fire residual mechanical properties of steel butt weld - Experimental study, Journal of Constructional Steel Research 129 (2017), pp 156-162 [14] Gang S., Wang S.Q., Chen X., Rong C.: Post-fire mechanical properties of base metal and welds of Q235 steel, Journal of Constructional Steel Research 183 (2021), 106767 [15] Dulce R., Leitão C., Balakrishnan M., Craveiro H.D., Santiago A.: Tensile properties of S355
Built Environ 5, article 141, (2019), doi: 10.3389/fbuil.2019.00141 [21] Qiaqia Z.: Fire behavior of bolted connections, Engineering, Purdue University, West Lafayette, Indiana (2014)
References [1] Lapuebla-Ferri A., Pons D., Romero M.L.: Load and temperature influence on the post-fire mechanical properties of steel reinforcements, Journal of Constructional Steel Research 185, 106866, (2021), https://doi.org/10.1016/j.jcsr.2021.106866 [2] Maraveas C., Fasoulakis Z., Tsavdaridis, K.D.: Post-fire assessment and reinstatement of steel structures, Journal of Structural Fire Engineering 8, no. 2, (2017), pp. 181-201, https://doi.org/10.1108/JSFE-03-2017-0028 [3] Gunalan S., G., Mahendran M.: Experimental investigation of post-fire mechanical properties of cold formed steels, Thin-Walled Structures 84, (2014), pp. 241-254, https://eprints.qut.edu.au/74916/ [4] Yujie Yu, Lifeng Lan, Faxing Ding, Liping Wang: Mechanical properties of hot-rolled and cold-formed steels after exposure to elevated temperature: A review, Construction and Building Materials 213, (2019), pp. 360-376, https://doi.org/10.1016/j.conbuildmat.2019.04.062 [5] Sivakumar K., Mahendran M.: Post-fire mechanical
Nondestructive Post-fire Damage Assessment of Structural Steel Members Using Leeb Harness Method, Fire Technol 56, pp. 1777-1799, (2020), https://doi.org/10.1007/s10694-020-00954-6 [8] Blanc C.M., Sánchez A.O., Navarro I.F.: Evaluation of steel structures integrity in a post-fire condition: Case study of the Serradells sports centre in Andorra, Fire Safety Journal 133, (2022), 103668, https://doi.org/10.1016/j.firesaf.2022.103668 [9] LaMalva K., Danny Hopkin D.: International Handbook of Structural Fire Engineering, Springer International Publishing, (2021) [10] Ali B., Dehcheshmeh E.
S.: Post-fire Seismic Performance of Low-Yielding-Steel Plate Shear Wall Systems, International Journal of Civil Engineering 21 (2023), pp. 1661 – 1678 [11] Miao D., Shen L., Ge Y., Yang B., Zhao M.S., Ran C.H., Chiew S.P.: Experimental study on the post-fire cyclic behavior of Q960E ultra-high-strength structural steel, Thin-Walled Structures (2023) [12] Jianmin H., Wang F., Xue X., Sun Y., Gao Y.: Post-fire ultra-low cycle fatigue properties of high-strength steel via different cooling methods, Thin-Walled Structures (2023) [13] Hongbo L., Liao X., Chen Z., Huang S.S.: Post-fire residual mechanical properties of steel butt weld - Experimental study, Journal of Constructional Steel Research 129 (2017), pp 156-162 [14] Gang S., Wang S.Q., Chen X., Rong C.: Post-fire mechanical properties of base metal and welds of Q235 steel, Journal of Constructional Steel Research 183 (2021), 106767 [15] Dulce R., Leitão C., Balakrishnan M., Craveiro H.D., Santiago A.: Tensile properties of S355
Built Environ 5, article 141, (2019), doi: 10.3389/fbuil.2019.00141 [21] Qiaqia Z.: Fire behavior of bolted connections, Engineering, Purdue University, West Lafayette, Indiana (2014)