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Online since: December 2012
Authors: Tao Huang, Yi Yan Zhang
Finite Element Simulating of C/SiC Composite Bolt Tao Huang1, a, Yiyan Zhang2,b 1School of Mechanics, Civil Engineering and Architecture, Northwestern Polytechnical University.
The FEA results provided some valuable data for the engineering application of C/SiC composites bolt.
Online since: December 2010
Authors: Zhou Shi, Shi Qiang Qin, Qian Hui Pu
Dynamic Test signal Analysis and Modal Parameters Identification of High-pier Long-span Rail Bridge Based on HHT Shiqiang Qina, Qianhui Pub, Zhou Shi c School of Civil Engineering, Southwest Jiaotong University, Chengdu, China, 610031 aEmail:qsqiang417@126.com, bEmail:qhpu@vip.163.com, cEmail: zshi1979@home.swjtu.edu.cn Keywords: HHT; High-Pier Long-Span; Railway Bridge; RDT; Dynamic Loading Test; Modal Parameter Abstract: Dynamic loading test is exerted on a railway continuous beam bridge with a main span of 100m and a pier of 99m high, and dynamic responses are tested under natural excitation.
For normal civil structure, amplitude A(t) and phase angle function q(t) can be written as , q(t)=wdt+f0, and introduce logarithm and differential operator,
(4) Traditional FFT method can effectively identify the frequency of the structure, but the damping ratios identified have big errors; HHT combined with RDT method can overcome the shortage of FFT, and more precisely identifying the frequencies and damping ratios of civil structures
Li, in: Theory and application of dynamic tests in engineering.
Online since: January 2011
Authors: Ulisses Targino Bezerra, Rui Miguel Ferreira, João Paulo Castro-Gomes
The effect of latex and chitosan biopolymer on concrete properties and performance Ulisses Targino Bezerra1,a, Rui Miguel Ferreira2,b and João Paulo Castro-Gomes3,c 1Federal Institute of Education, Science and Tech. of Paraíba, Construction, João Pessoa, Brasil 2University of Minho, Department of Civil Engineering, Guimarães, Portugal 3University of Beira Interior, Department of Civil Engineering and Architecture, Covilhã, Portugal adartarios@yahoo.com.br, brmf@civil.uminho.pt, cjpcg@ubi.pt Keywords: biopolymer, chitosan, latex, concrete, mechanical properties, SEM, XRD, performance.
Online since: May 2013
Authors: Patricia Stella Pucharelli Fontanini, Caroline de Souza Milano, Aparecido Fujimoto, Rosa Cristina Cecche Lintz, Luisa Andréia Gachet-Barbosa, Ana Elisabete P.G. A. Jacintho, Lia Lorena Pimentel
Lean production appeared in Japan in 1950 from studies by engineers who, after a visit to Ford in the United States, have reached the conclusion that there was need for a considerate improvement in the system of mass production, and therefore would need a new production system emerging then the Lean production system, known as the Toyota production system [3].
In the third step, the search consisted in the implementation of semi-structured interviews with the engineer responsible for the work and other work employees.
Farias Filho: O conceito Lean Green de construção: proposta de integração dos modelos Lean Construction e Green Building, aplicado á indústria da construção civil, subsetor edificações.
Tavares: Avaliação da Mentalidade Enxuta (Lean Thinking) na Construção Civil – Uma visão estratégica de implantação.
Fontanini: Mentalidade Enxuta no Fluxo de Suprimentos da Construção Civil – Aplicação de Macro Mapeamento na cadeia de fornecedores de esquadrias de alumínio.
Online since: October 2022
Authors: Daniele Baraldi
Introduction Laminated glass is a material originally introduced in mechanical engineering for creating the windshields of aircrafts and automobiles, but its use was rapidly extended to the civil engineering field for creating modern building façades, parapets, transparent roofs or floors and other applications in construction industry [1,2].
Civil Eng, 4(1) (1992) 71-77
Civil Eng, 22(4) (2010) 389-396
Online since: March 2013
Authors: Jun Zhang, Lang Ni Deng, Ling Liao
Calculation Methods for Flexural Capacity of Normal Section of Concrete Beams Strengthened with Prestressed CFRP Plates Jun Zhang 1, a, Langni Deng 1, b, Ling Liao1, c 1 Department of Civil Engineering and Architecture, Guangxi University of Technology, Liuzhou, Guangxi, 545006, China azhangjun2396@sina.com, blangni666@126.com, cchenhuaua@163.com Keywords: prestress, CFRP plate, reinforced concrete beam, flexural capacity, calculation method.
It can provide a reference for engineering application of strengthening design.
It can provide a reference for engineering application of strengthening design.
Online since: July 2011
Authors: Min Chen, Jian Guo Chen, Xin Xin Cheng
The construction waste is generally defined as solid waste generates from construction, renovation and demolition activities including land excavation or formation, civil and building construction, site clearance, demolition activities, roadwork, and building renovation [1].
The WMP should include all stages of construction and the main tasks of feasibility study, preliminary design, value engineering, working drawings, Demolition, Construction, Building Close Out are specifically explained (Che L.
Shen, et al.: Journal of construction engineering and management—ASCE. 130(4)(2004) p. 472-481
Yuan: Systems Engineering Theory & Practice, (7)(2009) p. 173-180
Wong: Computer-Aided Civil & Infrastructure Engineering. 18(4)(2003) p. 313-324.
Online since: July 2011
Authors: Jie He, Wen Li Wang, Mang Mang Zhang
Fatigue Damage Analysis of Monolithic Joint of Steel Truss Bridge Considering Welding Residual Stresses Wenli Wang 1,a, Jie He 2,b , Mangmang Zhang 1,c 1 Department of Civil Engineering of School of Technology of Hubei Industry University, Wuhan 430080, P.R.China 2Changjiang Institute of Survey Planning Design and Research CWRC, Wuhan 430010,P.R.Cina aunique_wwl@126.com, bhe.jack@foxmail.com, c zhangmangshijie@163.com Keywords: welding residual stress; stress relaxation; monolithic joint; steel truss bridge; submodel Abstract.
In this paper we take the Poyang lake steel truss bridge on Tongling-Jiujiang railway as engineering background.
References [1] Ministry of Railways, Bridge Engineering Bureau.
China Civil Engineering Journal, 2004,vol 6, pp: 30~34
Online since: January 2012
Authors: Zhi Gang Zhao, Zhi Fang Zhao, Li Jian Yang, Xiao Jie Feng
Influence of coarse aggregate size on softening curve of concrete Zhifang Zhao1, a ,Xiaojie Feng1,b ,Zhigang Zhao2,c and Lijian Yang1,d 1College of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou, Zhejiang 310014, P.R.
This work was also supported by International cooperative research project between Zhejiang University of Technology (College of Civil Engineering and Architecture) and Center for Advanced Cement-Based Materials, Northwestern University, USA.
Ye: Engineering Fracture Mechanics.
Test Data Processing Method of Fracture Experiments of Dam Concrete for Inverse Analysis, Proceedings of the International Symposium on Computational Structural Engineering, June 22-24, 2009, Tongji University, Shanghai. p. 1239-1247 [6] Jian Shen.
Online since: December 2010
Authors: Ying Gao, Ya Jun Zhao, Xiao Bin Han, Jian Min Bian
Discussions about the Situation and Prospects of New Building Materials Industry Ying Gaoa , Yajun Zhaob , Xiaobin Hanc and Jianmin Bian2,d 1The college of Civil Engineering,Hebei University of Engineering,Handan,Hebei, China 2Transportation Bureau of Handan,Handan,Hebei, China agaoying123@sohu.com,bzhaoyanjun_79@126.comchanxiaobin_76@126.com, dbianjianmin@sohu.com Keywords: Material; Situation Analysis; Outlook; Countermeasure; Suggestion Abstract: After the reform in China, our new building materials industry has developed rapidly.
With the rapid development of China's national economy, not only industrial building and civil defense material presented on the many varieties and high-quality requirements, but also in bridges, tunnels, national defense, agriculture and irrigation, and transportation and other industries and fields also need high-quality waterproof sealing material.
Strengthen product research in engineering technology, increase the application of new building materials and products.
Environmental Engineering, 2010, (03):492-496.