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Vertical Vibrations of 3D Structure Caused by Moving Load
(2012)
This paper presents a numerical study of the dynamic response of 3D structure subjected to a vertical moving load, including soil structure interaction. The dynamic system consists of two substructures, the soil and the ...
Innovative System for Earthquake Resistant Masonry Infill Walls
(16th European Conference on Earthquake Engineering, 2018)
Severe damages of masonry infill walls in reinforced concrete and steel frames have been observed after many earthquakes. Typically, masonry infill walls are loaded not just in-plane and out-of-plane but also simultaneously ...
Impedance matrix for four adjacent rigid surface foundations
(European Association for Structural Dynamics, 2014)
In this paper, a frequency dependent impedance matrix for four adjacent rigid foundations resting on the viscoelastic halfspace is presented. The frequency dependent impedance matrix is developed using the integral transform ...
Applcation of generalized plasticity model in square CFT column analysis
(National Technical University of Athens, 2013)
In the paper, an efficient three-dimensional concentrated plasticity nonlinear beam-column element is used for the simulation of the response of square CFT columns. The element adopts the concept of the generalized plasticity ...
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. ...
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 ...
Cyclic Plasticity with an Application to Extremly Low Cycle Fatigue of Structural Steel
(Recent Advances in Mechanics, 2011)
In the present paper the Preisach model of hysteresis is applied to model cyclic behavior of elasto-plastic material. The problem of axial loading of rectangular cross section will be studied in details. Hysteretic stress ...
Calculation of Impedance Functions by Usage of Integral Transform Method
(Građevinarstvo - Nauka i praksa, 2012)
In this paper the impedance functions of a stiff rectangular foundation laying on a half-space obtained with the help of the Integral Transform Method (ITM) are presented. ITM is an efficient method to calculate wave ...
Development of frequency curves for cross-laminated timber (CLT) floors using dynamic stiffness method
(European Association for Structural Dynamics, 2020)
Cross-laminated timber (CLT) panels have an increasing market share and extensive application in civil engineering practice, as full size walls or floor structures. CLT provides a compelling alternative to the concrete and ...
Transient analysis of laminated composite and sandwich plates with embedded delaminations using GLPT
(European Association for Structural Dynamics, 2014)
Delamination is the most common damage type of laminar composites. It is of the great importance that perfect bonding between faces and the soft-core of sandwich plate remain intact under different types of dynamic loading. ...