Results 1 to 10 of about 50,961 (259)
Numerical Study on Track–Bridge Interaction of Integral Railway Rigid-Frame Bridge
Track–bridge interaction (TBI) is an increasingly essential consideration for the design and operation of railway bridges, especially for the innovative bridge structure systems that constantly spring up over the years.
Dezhi Wang, Wenshuo Liu, Gonglian Dai
exaly +3 more sources
Integral bridges are a class of bridges with integral or semi-integral abutments, designed without expansion joints in the bridge deck of the superstructure.
Pan Hu, Lila Sigdel
exaly +3 more sources
Non‐linear analysis of an integral bridge [PDF]
This study describes the implementation of a 2‐D finite element model of an integral abutment bridge (IAB) system which explicitly incorporates the nonlinear soil response.
Jamaloddin Noorzaei +3 more
doaj +2 more sources
Retrofitting of a Multi-Span Simply Supported Bridge into a Semi-Integral Bridge
Thousands of multi-span, simply supported beam bridges with short or medium spans have been built in China. They often suffer from problems of cracks in the link slabs over piers, and the deterioration and damage of deck expansion joints at abutments. To
Khaled Sennah, Xiaoye Luo, Said Easa
exaly +3 more sources
Two new bridges over the River Vardar in Skopje [PDF]
This paper presents some aspects of the design of two new bridges over the River Vardar in Skopje. "Mihajlo Apostolski" is an integral bridge, consisting of two separate structures (22.05 + 50.50 + 21.05 m = 93.6 m length and 15.3 m width).
Markovski Goran +2 more
doaj +1 more source
The article presents parametric analysis regarding the impact of subgrade and backfill stiffness on values and distribution of bending moments in the structural elements of a small integral box bridge made of cast in situ reinforced concrete.
Helowicz Andrzej
doaj +1 more source
Heat transfer model verification for thermal monitoring system of integral bridges
Thermal actions considered on abutments of integral bridges by the European standard (Eurocode 1) might be in variety of certain situations underestimated. Based on this assumption, thermal monitoring system has been designed and installed into structure
Martin Jonáš, Jan Zatloukal
doaj +1 more source
The impact factor (IF) assessment of a four-span non-prismatic continuous and an equivalent integral railway bridge under the action of high-speed moving train loads is conducted in this study.
Anand M. Gharad, Ranjan S. Sonparote
doaj +1 more source
Comparative analysis of concrete integral overpass with variable soil characteristic [PDF]
In this paper concrete integral overpass with span of 30 meters on magistral road which based on piles is considered. It is analysed influence of soil stiffness on value of design forces and pile stress. Three types of soil is considered in this analysis,
Mitrović Stefan Ž. +1 more
doaj +1 more source
Environment-Induced Performance of End Concrete Diaphragm in Skewed Semi-Integral Bridges
Past research has shown that as skewed bridges change temperature, additional lateral movement or forces will occur along with the elongation of the bridge. Even though past research has documented this behavior, lateral movements of semi-integral bridge
Husam H. Hussein +2 more
doaj +1 more source

