1、国外著名土木工程相关期刊列表(SCI/EI)国际重要学术期刊推荐表序号 国际重要学术期刊名称（SCI、EI 检索源）1 Advances in Structural Engineering2 ACI Journal of Materials3 ACI Structural Journal4 Automation in Construction 5 Buildings and Structures6 Canadian Geotechnical Journal ISSN: 0008-36747 Canadian Journal of Civil Engineering 8 Computationa
2、l Mechanics9 Computers and Structures 10 Computers and Geotechnics ISSN: 0266-352X11 Cement and Concrete Research12 Computer Methods in Applied Mechanics and Engineering13 Communications in Numerical Methods in Engineering14 Earthquake Engineering and Structural Dynamics15 Earthquake Spectrum16 Engi
3、neering Geology17 Engineering Analysis with Boundary Elements18 Engineering Structures19 Geotechnique ISSN:0016-850520 Ground Engineering21 Geotextiles and Geomembranes 22 International Journal of Impact Engineering ISSN: 0734-743X23 International Journal for Numerical and Analytical Methods in Geom
4、echanics ISSN: 0363-906124 International Journal for Numerical Methods in Engineering25 International Journal of Rock Mechanics and Mining Sciences ISSN: 1365-160926 International Journal of Solids and Structures27 International Journal of Steel Structures28 International Journal of Space Structures
5、29 International Journal of the Geotechnical Structures30 Journal of Applied Mechanics, ASME31 Journal of Bridge Engineering , ASCE32 Journal of Computing in Civil Engineering, ASCE33 Journal of Composites for Engineering, ASCE34 Journal of Constructional Steel Research35 Journal of Engineering Mech
6、anics, ASCE36 Journal of Geodynamics ISSN: 0264-370737 Journal of Geotechnical and Geoenvironmental Engineering, ASCE ISSN: 1019-24138 Journal of Sound and Vibration39 Journal of Steel & Composite Structures 40 Journal of Structural Engineering, ASCE41 Journal of Wind Engineering & Industrial Aerody
7、namics Wind and Structures42 Journal of Construction and Management43 Preceding of Civil Engineering Bailing and Bridge Structures44 Reliability Engineering & System Safety ISSN: 0951-832045 Rock Mechanics and Rock Engineering ISSN: 0723-263246 Shock and Vibration ISSN: 1070-962247 Soils and Foundat
8、ions ISSN: 0038-080648 Soil Dynamics and Earthquake Engineering 49 Structural Engineers50 Structural Engineering and Mechanics51 The Structural Design of Tall Buildings 52 Thin-walled Structures53 The Magazine of Concrete Research 54 Tunnelling and Underground Space Technology55 Wind and Structures-
9、An International Journal56 Finite Elements in Analysis and Design注：1.以上是否被 SCI、EI 检索期刊为准。2.除以上学术期刊外，学科认为是国际重要学术期刊，且被 SCI、EI 检索，专家组可认定为国际重要学术期刊。Continuous longitudinal Ubar joint details for accelerated bridge construction are investigated. Four pairs of fullscale slabs connected by a Ubar detail wit
10、h one of the selected closure pour materials were tested under static and fatigue loadings. The loading demand necessary in the slab fatigue testing is determined based on 3D FE parametric studies. Test results were evaluated based on flexural capacity, curvature behavior, cracking, and steel strain
11、. The fatigue loading has little influence on the Ubar joint behavior. In general, crack widths are small at the service load level. No debonding between the slab and the joint was noticed. The joint moment capacity can be calculated based on the assumption that Ubars were continuous reinforcement t
12、hrough the joint zone (i.e, not staggered as in actual specimens) reaching their yield strengths at ultimate. The actual moment capacity depends on the interaction between the closure pour material and steel as well as the steel arrangement. Since the closure pour material is castin place and has a
13、relative less curing time for the purpose of accelerated construction, it is very important to control its strength variation. Based on these tests, the Ubar joint detail is a viable connection system for the longitudinal jointThe minimum cover thickness of steel barsinstalling coupling bar at the interface of the new-to-old concrete and enlarging the reinforcing bars at the centre and upper position in the underpinning beaminstalling coupling bar at the interface of the new-to-old concrete and enlarging the reinforcing bars at the centre and upper position in the underpinning beam
