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Research of long-term behaviour of non-prestressed precast concrete beams made continuous
(Elsevier BV, 2014)
Despite the extensive analytical and numerical research carried out in the last two decades on the long-term behaviour of continuous concrete beams composed of precast units, only limited number of experimental data is ...
Investigation of Self-compacting Mortars with Fly Ash and Crushed Brick
(Engineering & Architecture Research Division of ATINER, 2016)
The use of industrial by-products and waste materials in cement composites production has been one of the most intriguing topics in construction materials science for several decades. This paper reports an investigation ...
Long-term behavior of composite concrete girders made continuous
(Precast Prestressed Concrete Institute, 2010)
Time-dependent effects play an important role in the design process of concrete structures. In order to predict time-dependant effects in concrete structures, engineers need reliable data for creep and shrinkage properties ...
Quality Control Plans for Girder and Frame Bridges
(IABSE Symposium 2017, Engineering the Future, Vancouver, Canada, IABSE Symposium Report, 2017)
Infrastructure Managers works every day according to some kind of Quality Control Plan (QCP) in order to ensure a desired quality with minimum traffic interruption balancing cost, risks (implicit or explicit) and performance. ...
Application of semi-Markov decision process in bridge management
(International Association for Bridge and Structural Engineering (IABSE), 2015)
The state-of-the-art Bridge Management Systems (BMSs) feature tightly coupled deterioration and preservation optimization model that enable determining the most cost-effective maintenance strategies at both the project and ...
Time-inhomogenous Markov chains in the bridge management
(Taylor and Francis - Balkema, 2014)
Available Bridge Management Systems vary in detail, but generally they comprise a deterioration model to predict condition development and a preservation optimization model to determine the optimum preservation policy. ...
Shear resistance of headed shear studs welded on welded plates in composite floors
(Elsevier Ltd., 2019)
The present paper deals with composite steel-concrete floor with headed shear studs welded onto a flat steel plate. In bridges applications, which are the focus of the paper, very thick steel plates are often combined with ...
Model for practical carbonation depth prediction for high volume fly ash concrete and recycled aggregate concrete
(Elsevier, 2019)
The reuse of industrial residue streams such as fly ash (FA) or waste materials such as recycled concrete aggregate (RCA) can be beneficial both from an economic and an ecological point of view. Extensive research, ...
Structural rehabilitation and stabilization of Smederevo fortress Tower 11
(BULGARIAN ACADEMY OF SCIENCE AND ARTS Scientific Institute for Architecture, Construction and Urban Planning, 2017)
This paper presents the structural rehabilitation and stabilization of Tower 11 of Smederevo fortress. The tower is tilted for about 1.8 m towards its outer edge, that is, towards the surrounding vertical walls that it was ...
Simplified design recommendations for beam-to-column joints according to Eurocode
(Eighth International Conference on ADVANCES IN STEEL STRUCTURES, 2015)
The design rules in EN 1993-1-8 (the Eurocode) for beam-to-column joints in steel frames with endplate are based on the component method. Generally, three different zones of the joint are considered: tension, shear and ...