scholarly journals Comparative study of linear and non-linear analysis of Statnamic loading test for different pile lengths

2018 ◽  
Author(s):  
H. A. Abbas ◽  
S. F. Yasir

In coming up with of RCC frames typically the result of infill walls is neglected however this wall contributes to the rigidity and firmness of the structure. within the gift study we'll compare the unstable responses of a building by coming up with a infill wall with the assistance of equivalent diagonal strut methodology victimisation linear and non linear analysis additionally victimisation E-tabs code


2015 ◽  
Vol 101-102 ◽  
pp. 241-251 ◽  
Author(s):  
Seyed Hossein Mahdavi ◽  
Hashim Abdul Razak ◽  
Saeed Shojaee ◽  
Maedeh Sadat Mahdavi

Author(s):  
Oldřich Sucharda ◽  
David Mikolášek ◽  
Jiří Brožovský

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.


Author(s):  
Ben Hunter ◽  
Andrew Greenhalgh ◽  
Bettina Karsten ◽  
Mark Burnley ◽  
Daniel Muniz-Pumares

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