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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 ...
Performance of reinforced concrete buildings during the November 26, 2019 Albania earthquake (Mw 6.4) and December 29, 2020 Petrinja earthquake (Mw 6.4)
(3rd European Conference on Earthquake Engineering & Seismology, 2022)
Past earthquakes have affected millions of people whose lives changed within a minute, and caused damage or collapse of thousands of buildings and infrastructure systems. In many cases, earthquakes have long-term consequences. ...
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. ...
Determinationof the salt distribution in the lime-based mortar samples using XRF and SEM-EDX characterization
(Springer, 2023)
Although, the salt crystallization is one of the most common causes of the deterioration of lime-based mortars, testing of their resistance to the soluble salt action has not yet been standardized. The problems following ...
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 ...
Calibration of the bolt pretension by strain gauges vs. FEA
(MASE - Macedonian Association of Structural Engineers Faculty of Civil Engineering, Skopje, Republic of Macedonia, 2015)
When applying high strength bolts in friction connections, in such case a load–bearing capacity depends on a pretension force in the bolts as well as on a friction coefficient found on friction surfaces. It is important ...
Quality control plan for road bridges – Overview of COST Action TU1406 WG3 final report
(IABSE Symposium, Guimaraes 2019: Towards a Resilient Built Environment Risk and Asset Management - Report, 2019, 2019)
The main objective of the COST Action TU1406 is to develop a guideline for the establishment of Quality Control plans for roadway bridges. The guideline is based on conclusions of Working groups 1 and 2 of the Action and ...