Search results

Construction Monitoring of Long Span Continuous Rigid Frame Box Girder Bridge Guangyue Wanga ，Jian Liu b，Qi Fan c School of Civil Engineering, Shandong University, Jinan, Shandong, 250061, China awgyue@sdu.edu.cn，blj75@sdu.edu.cn，cfanqi@mail.sdu.edu.cn Keywords: Continuous Rigid Frame; Construction Monitoring; Box Girder; Long Span Abstract.
Engineering Structures,2003，25:1279—1287
Dynamic Finite Element Model Modification of Cantilever Bridge Construction Based on Sensitive Analysis. civil engineering journal，2000,33(1):9—14

School of Civil Engineering, Dalian University of Technology, Dalian, 116024 China 2.
School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090 China *hithanbaoguo@163.com Keywords: Cement-based composite, Spiky spherical nickel powder, Pressure-sensitivity, Field emission effect, Tunneling effect, Pressure-sensitive characteristic model Abstract.
Vipulanandan: Earth and Space 2006-Proc. of the 10th Biennial International Conference on Engineering, Construction, and Operations in Challenging Environments (March, 2006).

So the owners either leave these houses, move to new settlements, rent them to the low income and uneducated people who migrated from villages or they start to make the changes or additions to meet their needs without getting the necessary consent and without any engineering assistance.
Besides, conservation principles, material and structural behavior of historical buildings are not included in the civil engineering curricula.
Therefore, none of the civil engineering graduate has a background suitable for work in the area of conservation.

Apart from the round timber squared timber with wane is one of the most sustainable materials in civil engineering because it provides the highest possible yield.
Two methods in engineering mechanics lend themselves for solving this problem with respect to the segment under consideration (l1 = 750 mm): an equation involving the virtual work principle and a differential equation involving the deflection curve.
Products Journal Vol. 60(1), 40-47, January 2010 [5] EN 408, Timber structures – Structural timber and glued laminated timber – Determination of some physical and mechanical properties, CEN European Committee for Standardization, Brussels, 2012 [6] DIN 4074-1, Strength grading of wood, Part 1: Coniferous sawn timber, DIN Deutsches Institut für Normung e.V., Beuth Verlag GmbH, Berlin, 2012 [7] UNI 11035, Structural timber – Visual strength grading for structural timbers – Part 1: Terminology and measurement of features – Part 2: Visual strength grading rules and characteristics values for structural timber population, UNI Ente Nazionale Italiano di Unificazione, Milano, 2010 [8] UNI 11035-3, Structural timber – Visual strength grading for structural timbers – Part 3: Timber Uso Fiume and Uso Trieste, UNI Ente Nazionale Italiano di Unificazione, Milano, 2010 [9] ETA 11/0219, Strength graded structural timber – Square edged logs with wane to be used as structural elements in buildings and civil
engineering works, OIB Österreichisches Institut für Bautechnik, Vienna, 2011 [10] EN 384, Structural timber – Determination of characteristic values of mechanical properties and density CEN European Committee for Standardization, Brussels, 2010 [11] UNI ISO 3131, Wood – Determination of density for physical and mechanical tests, UNI Ente Nazionale Italiano di Unificazione, Milano, 1985 [12] EN 338, Structural timber – Strength classes, CEN European Committee for Standardization, Brussels, 2009

Involved in many fields of natural science, social science and engineering technology often contain uncertainties and incomplete (imperfect) information processing [1].
Due to huge demand of civil construction materials, building materials production and use not only to consider the resources consumed by the building materials themselves, energy, the less the smaller the impact on the environment, but also take up to absorb the solid waste environmental governance task, although there are many problems to in-depth study, but the current situation which will become one of the important and fundamental way of solid waste management.
(4) Structural materials, including wood, bamboo, stone, cement, concrete, metal, brick, ceramics, glass, engineering plastic, composite materials; decorative materials including a variety of coatings, paints, coatings, veneers, colored tiles, with special effects glass, etc.; refers to the specific materials used to water, moisture, corrosion, fire, flame retardant, sound insulation, thermal insulation, thermal insulation, sealing, etc.
The construction materials are the materials, cement, sand, stone, wood, metal, asphalt, synthetic resins, plastics and other general term used in civil engineering.

Currently, several engineering studies including weathering resistance, firing resistance, drying shrinkage, expansion and structural properties of concrete made with SPS aggregate at different curing times are under investigation before this sustainable novel lightweight material could be proven OK for use in civil engineering applications.
Acknowledgments The assistance from Soran University (Kurdistan-Iraq), Parry & Associates Ltd. and University of Wolverhampton civil engineering’s laboratory is gratefully acknowledged.
Proceedings of the 5th Asia-Pacific Structural Engineering and Construction Conference (APSEC 2003).

Random Dynamic Response Analysis of Asphalt Pavement Based on the Vehicle-Pavement Interaction LI Qian1, a, LIU Jun-qing2, b, LIU Hong2, c 1 School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an Shaanxi 710055, China 2 School of Science, Xi’an University of Architecture and Technology, Xi’an Shaanxi 710055, China a lixiaoqian215@yahoo.com, b liujunqingjd@126.com, c 1239517069@qq.com Key words: vehicle-pavement interaction, asphalt pavement, random excitation, moving load, dynamic response Abstract: In order to analyze the dynamic response of asphalt pavement under vehicle load, the random characteristic of pavement roughness was considered and the vehicle was simplified into 1/2 model with four freedom degrees when establishing the dynamic load model.
Soil Dynamics and Earthquake Engineering, 2010, 30(6): 470-480. ] deduced the vibration equation of subgrade under moving load based on the Betti-Rayleigh dynamic reciprocity theorem.
China Civil Engineering Journal, 2013, 46(6):122-130. ], tire action area was 23 cm (vertical) ×32 cm (transverse).

Analysis of Load Transfer Efficiency at Joints of Monolithic Track-bed under New City Tramcar Loading Guoxi LIANG1,b, Zhigao LIAO2,c, Bo LI 3, Liang ZHOU4,d, Erhao SU5, Chongwei HUANG* 1,a 1Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University, 4800 Cao'an Road, Shanghai 201804, China; 2 General Station of Quality Supervision of Specialized Engineering, No.6 Fu Tong Dong Street Chaoyang District, Beijing 100102,China; 3Planning and Development Dept Dalian International Airport,No.100 Yingke Road, Genjingzi District, Dalian 116033,China; 4Yangzhou Jianyuan construction Supervision Co.
Ltd. 5Shanghai East China Civil Aviation Airport Construction Supervision Co.
[7] YU Xinhua,Joint loadtransfer efficiency of rigid pavement considering dynamic effects under a single moving load, International Conference on Information Engineering and Computer Science, Wuhan, China: 4–7, (2010)
Specifications for cement concrete pavement design of civil airports.

Introduction Extruded profiles are widely used in transportation and civil engineering.
Summary Curved extruded profiles are important components in transportation and civil engineering.
Journal of Materials Engineering and Performance, Vol. 13 (2004) Issue 5, pp. 530-536

Kim2,d 1Department of Civil, Environmental and Chemical Engineering, RMIT University, Melbourne, Australia 2 Inovas Pty Ltd, Perth, WA, Australia arebecca.gravina@rmit.edu.au, bseyedali.hadigheh@rmit.edu.au, csujeeva.setunge@rmit.edu.au, dpkim@inovas.com.au Keywords: fibre reinforced polymer, vacuum, heat, resin injection, bond.
Hence, advanced processing techniques for the application of FRP in civil engineering structures that adopt a vacuum consolidation process and heat with pre-impregnated laminates or resin injection with FRP sheets to improve the curing process, bond strength and speed of application are developed and implemented.
Nobile, Width effect in the interface fracture during shear debonding of FRP sheets from concrete, Engineering Fracture Mechanics, Vol. 74 4 (2007) 578-594