scholarly journals A Simple Homogenized Model for the Non-Linear Analysis of FRP Strengthened Masonry Structures

2012 ◽  
Author(s):  
G. Milani ◽  
P.B. Lourenço
Keyword(s):  
Linear Analysis ◽  
Masonry Structures ◽  
Non Linear ◽  
Homogenized Model

scholarly journals Non-Linear Analysis of Masonry Structures Subjected to External Settlements

2013 ◽  
Vol 03 (02) ◽  
pp. 18-26 ◽  
Author(s):  
Stefano Galassi ◽  
Michele Paradiso ◽  
Giacomo Tempesta
Keyword(s):  
Linear Analysis ◽  
Masonry Structures ◽  
Non Linear

scholarly journals Non-Linear Analysis of Inter-Story Pounding between Wood-Framed Buildings during Ground Motion

Geosciences ◽  
2019 ◽  
Vol 9 (12) ◽  
pp. 488 ◽  
Author(s):  
Wojciech Migda ◽  
Marcin Szczepański ◽  
Natalia Lasowicz ◽  
Anna Jakubczyk-Gałczyńska ◽  
Robert Jankowski
Keyword(s):  
Ground Motion ◽  
Structural Damage ◽  
Seismic Analysis ◽  
Longitudinal Direction ◽  
Linear Analysis ◽  
Masonry Structures ◽  
The Finite Element Method ◽  
Steel Reinforced Concrete ◽  
Total Destruction ◽  
Non Linear

Pounding between adjacent buildings during ground motion may result in structural damage or lead to total destruction of structures. The research on the phenomenon has recently been much advanced; however, the analyses have been carried out only for concrete, steel, and masonry structures, while pounding between wooden buildings has not been studied so far. The aim of this paper is to show the results of detailed non-linear seismic analysis of inter-story pounding between the wood-framed buildings modelled by using the finite element method. Firstly, the modal analysis of the structures was conducted. Then, the detailed non-linear analysis of earthquake-induced collisions between two wood-framed buildings of different heights was carried out. The results of the analysis indicate that the behavior of both structures in the longitudinal as well as in the transverse direction is significantly influenced by interactions. The response of the taller building is increased in both directions. On the other hand, the response of the lower building is decreased in the longitudinal direction, while it is increased in the transverse one. The results of the study presented in the paper indicate that, due to deformability of buildings made of wood, structural interactions may change their responses much more, as compared to steel, reinforced concrete, or masonry structures.

Determination of Concrete Cube Strength from Used Samples / Určení Krychelné Pevnosti Betonu U Použitých Zkušebních Trámců

2012 ◽  
Vol 12 (2) ◽  
pp. 186-194 ◽  
Author(s):  
Oldřich Sucharda ◽  
David Mikolášek ◽  
Jiří Brožovský
Keyword(s):  
Compressive Strength ◽  
Concrete Beams ◽  
Linear Analysis ◽  
Bending Tests ◽  
Cube Strength ◽  
Non Linear ◽  
Compressive Strength Of Concrete ◽  
Concrete Cube

Abstract This paper deals with the determination of compressive strength of concrete. Cubes, cylinders and re-used test beams were tested. The concrete beams were first subjected to three-point or fourpoint bending tests and then used for determination of the compressive strength of concrete. Some concrete beams were reinforced, while others had no reinforcement. Accuracy of the experiments and calculations was verified in a non-linear analysis.

scholarly journals A non-linear analysis of running in the heavy and severe intensity domains

2021 ◽  
Author(s):  
Ben Hunter ◽  
Andrew Greenhalgh ◽  
Bettina Karsten ◽  
Mark Burnley ◽  
Daniel Muniz-Pumares
Keyword(s):  
Linear Analysis ◽  
Severe Intensity ◽  
Non Linear
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