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Online since: August 2013
Authors: Jin Shi Guo, Ju Shun Jin
Analysis Of Influence Of Slab’S Reinforcement On Seismic Bearing Capacity Of Beam’S Cross-Section In Cast-In-Situ Frame Structure
Jinshi Guo1, a Jushun Jin1.b
1Jilin architectural and civil engineering institute,Changchun,China
aguojinshi_2006@163.com, bjinjushun@126.com
Keywords: Floor slab reinforcement;rigidity of orthogonal beam;strong column and weak beam;the effective flange width
Abstract.
Exploring the mechanism of slab and frame work together to determine the width of effective flange, which provides references for structural design and engineering application.
Exploring the floor in mechanism of frame work, which provides reference for structure design and engineering application.
Engineering Examples and Theory Analysis Design Parameters.
Damage investigation and thinking of engineering structures in the Wenchuan earthquake.
Exploring the mechanism of slab and frame work together to determine the width of effective flange, which provides references for structural design and engineering application.
Exploring the floor in mechanism of frame work, which provides reference for structure design and engineering application.
Engineering Examples and Theory Analysis Design Parameters.
Damage investigation and thinking of engineering structures in the Wenchuan earthquake.
Online since: September 2013
Authors: Bo Kasal
Bo Kasal1, a
1Chair of the Management Committee COST FP 1101, Professor and Chair, Organic Construction Materials, School of Architecture, Civil Engineering and Environmental Science, Carolo-Wilhelmina University, Braunschweig and Director of the Fraunhofer Wilhelm-Klauditz Institute, Braunschweig, Germany
akasalb@tu-braunschweig.de
Keywords: timber, reinforcement, monitoring, COST action, research
Abstract.
The work of the COST FP 1101 is coordinated with the COST FP1004 "Enhance Mechanical properties of Timber, Engineered Wood Products and Timber Structures."
The COST Action FP 1101 shall deliver the following (per COST proposal): · Develop the best practice guides on: (i) how to assess timber structures, (ii) how to retrofit timber structures, and (iii) how to monitor timber structures; · Improve the maintenance of existing timber structures and make them fit for future use (residual strength, methods of strengthening and ductility of strengthened components); · Provide combined information and disseminate the most up-to-date results to industry, code writers, policymakers and society; · Optimize collaboration of scientists and engineers in the field of timber structures, exchange information on national ongoing projects and future research programs; · Provide a network constellation for collaboration within ongoing projects financed by various national and international bodies; · Exchange research activities through short-term scientific missions and train students and practitioners through training courses.
The STSM´s offered by this action include the following topics: · Old carpentry connections · FE Modeling of timber connections · Strengthening of connections · Glued in rods · NDT and semi destructive methods for timber · Earthquake engineering · Flexural strengthening with FRP · Structural repair of decayed old timber end beams · Cyclic behavior of strengthened connections · Reinforcement and pre-stressing of timber with FRP · Duration of load and moisture effects on performance of FRP reinforced timber Training schools Training schools are the mechanism to acquire special knowledge in the areas covered by the COST action.
Progress in Structural Engineering and Materials.
The work of the COST FP 1101 is coordinated with the COST FP1004 "Enhance Mechanical properties of Timber, Engineered Wood Products and Timber Structures."
The COST Action FP 1101 shall deliver the following (per COST proposal): · Develop the best practice guides on: (i) how to assess timber structures, (ii) how to retrofit timber structures, and (iii) how to monitor timber structures; · Improve the maintenance of existing timber structures and make them fit for future use (residual strength, methods of strengthening and ductility of strengthened components); · Provide combined information and disseminate the most up-to-date results to industry, code writers, policymakers and society; · Optimize collaboration of scientists and engineers in the field of timber structures, exchange information on national ongoing projects and future research programs; · Provide a network constellation for collaboration within ongoing projects financed by various national and international bodies; · Exchange research activities through short-term scientific missions and train students and practitioners through training courses.
The STSM´s offered by this action include the following topics: · Old carpentry connections · FE Modeling of timber connections · Strengthening of connections · Glued in rods · NDT and semi destructive methods for timber · Earthquake engineering · Flexural strengthening with FRP · Structural repair of decayed old timber end beams · Cyclic behavior of strengthened connections · Reinforcement and pre-stressing of timber with FRP · Duration of load and moisture effects on performance of FRP reinforced timber Training schools Training schools are the mechanism to acquire special knowledge in the areas covered by the COST action.
Progress in Structural Engineering and Materials.
Online since: January 2012
Authors: Jin Li, Hong Yi
Knowledge-based Manufacturability Evaluation System for Shipbuilding
Jin LI1, a, Hong YI1, b
1School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiaotong University, Shanghai 200240, China
acylijin@163.com, byihong@sjtu.edu.cn
Keywords: Knowledge-based; manufacturability evaluation; shipbuilding.
Ship manufacturability evaluation is one of the most important works in concurrent engineering researches.
Introduction Shipbuilding is a complex system engineering, which involves painting, hull construction and outfitting.
Engineering Manufacture, p.1203
China Mechanical Engineering, Vol.12 (2001), p. 756
Ship manufacturability evaluation is one of the most important works in concurrent engineering researches.
Introduction Shipbuilding is a complex system engineering, which involves painting, hull construction and outfitting.
Engineering Manufacture, p.1203
China Mechanical Engineering, Vol.12 (2001), p. 756
Online since: May 2012
Authors: Haili Xia, Ying Liao, Xu Liu, Can Wang
Study on fuzzy reliability of the gravity retaining and protecting structure for foundation pit
Ying Liao1, a, Haili Xia2,b, Xu Liu1,c, Can Wang1,d
1College of Civil Engineering, Suzhou University of Science & Technology, Suzhou, China
2College of Economic and Management, Suzhou University of Science & Technology, Suzhou,China
aliaoying73@sina.com, bhlxia73@126.com, c676217402@qq.com, dwangcanbb@163.com
Keywords: foundation pit; retaining and protecting structure; fuzzy; reliability
Abstract.
According to the statistical characteristics of geotechnical engineering data and related literatures[6], the fuzzy random event "A", namely the instable failure of the foundation pit, could be determined as the membership function of the falling semi-trapezoid distribution as shown in equation (9), in which the upmost limit b and the lowest limit a of the fuzzy transition region could be ascertained generally by foundation pit types, design requirements and similar engineering practice experience.
References [1] Shenggen Huang: Groundsill management and the braced engineering of foundation pit, Wuhan, The Press of China University of Geosciences, 2004.
(In Chinese) [3] Jinxin Gong: The reliability method of engineering structure, Da Lian, The Press of Dalian University of Technology, 2003.
(In Chinese) [6] Weiya Xu, Jiang Zhongming, Shi Anchi: Slope stability analysis using fuzzy sets theory, Chinese Journal of Geotechnical Engineering, vol. 4, 409–413, 2003.
According to the statistical characteristics of geotechnical engineering data and related literatures[6], the fuzzy random event "A", namely the instable failure of the foundation pit, could be determined as the membership function of the falling semi-trapezoid distribution as shown in equation (9), in which the upmost limit b and the lowest limit a of the fuzzy transition region could be ascertained generally by foundation pit types, design requirements and similar engineering practice experience.
References [1] Shenggen Huang: Groundsill management and the braced engineering of foundation pit, Wuhan, The Press of China University of Geosciences, 2004.
(In Chinese) [3] Jinxin Gong: The reliability method of engineering structure, Da Lian, The Press of Dalian University of Technology, 2003.
(In Chinese) [6] Weiya Xu, Jiang Zhongming, Shi Anchi: Slope stability analysis using fuzzy sets theory, Chinese Journal of Geotechnical Engineering, vol. 4, 409–413, 2003.
Online since: May 2025
Authors: David O. Onwuka, Owus M. Ibearugbulem, Chinenye Okere, Duke I. Bertram
Three-Dimensional Analysis of Anisotropic Rectangular Plate Using the Alternative II Refined Plate Theory
Bertram, D.Ia*, Onwuka, D.Ob, Ibearugbulem, O.Mc, Okere, C.Ed
Department of Civil Engineering, Federal University of Technology, P.
For instance, it is used in the fields of aeronautical, mechanical, marine and civil engineering for the construction of aircraft, vehicles, ships, bridges, building floors, roofs and other structures.
International Journal of Civil and Structural Engineering, (2011), Volume 2, No 1, Pp. 85-97
Procedia Engineering, (2014), Vol. 88, pp. 235 – 241
Civil Engineering Journal, (2022), Vol. 8, No. 1, pp: 60-80.
For instance, it is used in the fields of aeronautical, mechanical, marine and civil engineering for the construction of aircraft, vehicles, ships, bridges, building floors, roofs and other structures.
International Journal of Civil and Structural Engineering, (2011), Volume 2, No 1, Pp. 85-97
Procedia Engineering, (2014), Vol. 88, pp. 235 – 241
Civil Engineering Journal, (2022), Vol. 8, No. 1, pp: 60-80.
Online since: September 2013
Authors: Xiao Dong Hao, Qi Fu Zhang
Simulation techniques play a crucial role in determining a successful engineering design.
The simulator consists of a total of 22 components: 1) infrared heating system; 2) cooling room; 3) cooling system; 4) drive system; 5) alloying system; 6) galvanizing room; 7) air knife; 8) zinc pot; 9) protective atmosphere system; 10) pneumatic system; 11) vacuum system; 12) exhaust system; 13) control system; 14) civil engineering system; 15) monitoring system, etc.
Feldhusen, et al., Engineering design: A systematic approach (3rd Edition), K.
Knowledge flow in engineering design: an ontological framework, Proc.
Engrs, Part C: J.of Mechanical Engineering Science, 227(4)(2013)222-232.
The simulator consists of a total of 22 components: 1) infrared heating system; 2) cooling room; 3) cooling system; 4) drive system; 5) alloying system; 6) galvanizing room; 7) air knife; 8) zinc pot; 9) protective atmosphere system; 10) pneumatic system; 11) vacuum system; 12) exhaust system; 13) control system; 14) civil engineering system; 15) monitoring system, etc.
Feldhusen, et al., Engineering design: A systematic approach (3rd Edition), K.
Knowledge flow in engineering design: an ontological framework, Proc.
Engrs, Part C: J.of Mechanical Engineering Science, 227(4)(2013)222-232.
Online since: October 2013
Authors: Xi Bing Li, Ze Pei Xu
Detection and Safety Evaluation on Cavity in Tunnel Lining
Zepei Xu1,2,a and Xibing Li1,b
1School of Resources and Safety, Central South University, Changsha 410083, China
2School of Civil Engineering and Architecture, Changsha University of Science and Technology
Changsha 410004, China
axuzepei@163.com, bxbli@mail.csu.edu.cn
Keywords: tunnel lining; cavity detection; ground penetrating radar; safety evaluation.
With the tunnel engineering example, a chosen typical section has been checked, and the safety of cavity was evaluated.
Introduction With the development of tunnel engineering construction, the quantity is becoming larger and the scale is becoming broader.
Engineering Example A tunnel has been used for many years.
Wang, Application of GPR in the detection of cavity behind tunnel initial supporting, Subgrade Engineering, 3 (2009) 10-11
With the tunnel engineering example, a chosen typical section has been checked, and the safety of cavity was evaluated.
Introduction With the development of tunnel engineering construction, the quantity is becoming larger and the scale is becoming broader.
Engineering Example A tunnel has been used for many years.
Wang, Application of GPR in the detection of cavity behind tunnel initial supporting, Subgrade Engineering, 3 (2009) 10-11
Online since: May 2012
Authors: Xiao Jun Zhou, Yin Hua Fan, Zhi Yuan Wang
Study on structural design of loess tunnel with large transection and its construction method in the expressway from Datong to Hunyuan
Xiaojun Zhou1,a, Zhiyuan Wang2,b, Yinhua Fan2,c
1School of Civil Engineering, Southwest Jiaotong University, Sichuan,Chengdu, 610031,China
2Administration Office of Expressway from Datong to Hunyuan,Shan’xi, Datong, 037000, China
aZhouxjyu69@163.com,bWzyue22@sina.com, c642286812@qq.com
Keywords: loess tunnel, large transection, tunnel lining, structural design, construction method, expressway
Abstract.
According to the engineering geological and hydrogeological condition of loess tunnel with large transection in the expressway from Datong to Hunyuan, and on the basis of the planned running speed of motorized vehicles in the loess tunnel, the excogitative parameters of tunnel support for relevant surrounding rock and its driving method have been put forth in this paper.
The lower part is also excavated in the same sequence just like the procedure in the middle bench. the reason to make such divisions and tunnelling sequence is, on one hand, to control both the subsidence of crown and deformation of loess for safe construction, on the other hand, to expedite the construction progress, this still aims to reduce engineering cost.
Chinese Journal of Underground Space and Engineering,Vol.7,No.1, (2011), p.112 (in Chinese) [4] Xiaojun Zhou,Kexin Wu, Shujin Zheng.Modern tunnelling technology,Vol.40,No.4,(2003),p.35
According to the engineering geological and hydrogeological condition of loess tunnel with large transection in the expressway from Datong to Hunyuan, and on the basis of the planned running speed of motorized vehicles in the loess tunnel, the excogitative parameters of tunnel support for relevant surrounding rock and its driving method have been put forth in this paper.
The lower part is also excavated in the same sequence just like the procedure in the middle bench. the reason to make such divisions and tunnelling sequence is, on one hand, to control both the subsidence of crown and deformation of loess for safe construction, on the other hand, to expedite the construction progress, this still aims to reduce engineering cost.
Chinese Journal of Underground Space and Engineering,Vol.7,No.1, (2011), p.112 (in Chinese) [4] Xiaojun Zhou,Kexin Wu, Shujin Zheng.Modern tunnelling technology,Vol.40,No.4,(2003),p.35
Online since: December 2013
Authors: Ye Kyeong Shin, Jun Beum Kim
However, up to date, there is no any co-authorship network study in Asia and Korea architecture engineering research community.
The fields and domain of JAABE are included architecture, architectural engineering, civil engineering, architectural history generally.
About the Journal of Asian Architecture and Building Engineering (JAABE) Journal of Asian Architecture and Building Engineering is a refereed international open access online journal, serving researchers in academic and research organizations and all practitioners in the building sector.
The global environment, architectural planning and design, project management, structural engineering, structural mechanics, building materials, environmental engineering, information technology, and other fields related to built-environment are included in this journal.
Their achievements have contributed to the evolution of research in the field of architecture and building engineering (JAABE, 2013).
The fields and domain of JAABE are included architecture, architectural engineering, civil engineering, architectural history generally.
About the Journal of Asian Architecture and Building Engineering (JAABE) Journal of Asian Architecture and Building Engineering is a refereed international open access online journal, serving researchers in academic and research organizations and all practitioners in the building sector.
The global environment, architectural planning and design, project management, structural engineering, structural mechanics, building materials, environmental engineering, information technology, and other fields related to built-environment are included in this journal.
Their achievements have contributed to the evolution of research in the field of architecture and building engineering (JAABE, 2013).
Online since: December 2010
Authors: Li Bai, Yan Shi
Research of Application on Corrugated Pipe HeatExchanger to Recycling Sewage Heat
Yan Shi1, a and Li Bai 2, b
1Jilin University, College of Environment and Resources, Changchun, 130000,China
2Jilin Institute of Architecture and Civil Engineering, Institute of Municipal and Environmental Engineering, Changchun , China
ashiyan0311@163.com, bbaili0308@163.com
Keywords: Corrugated Pipe Heat Exchanger; Sewage Heat Energy; Research Of Application.
The optimization design and engineering application can be provided technical parameters of this research.
On the basis of the theory on heat transfer of corrugated pipe sewage heat exchanger, the author develops the engineering design by the method of theory and the experimental study.
The practical engineering application and promotion is created by it.
Theoretical basis and technical reference for the engineering of sewage heat energy are applied by this dissertation.
The optimization design and engineering application can be provided technical parameters of this research.
On the basis of the theory on heat transfer of corrugated pipe sewage heat exchanger, the author develops the engineering design by the method of theory and the experimental study.
The practical engineering application and promotion is created by it.
Theoretical basis and technical reference for the engineering of sewage heat energy are applied by this dissertation.