Development and application of large–scale continuous pseudo–dynamic testing techniques

2001 ◽  
Vol 359 (1786) ◽  
pp. 1771-1799 ◽  
Author(s):  
Georges Magonette
Keyword(s):  
Large Scale ◽  
Dynamic Testing ◽  
Testing Techniques

Study of Dynamic Testing Techniques

2017 ◽  
Vol 7 (4) ◽  
pp. 322-330
Author(s):  
Avinash H. Hedaoo ◽  
◽  
Abha Khandelwal ◽  
Keyword(s):  
Dynamic Testing ◽  
Testing Techniques

Methodology for Evaluating Inlet Protection Practices Using Large-Scale Testing Techniques

2015 ◽  
Vol 20 (4) ◽  
pp. 04014049 ◽  
Author(s):  
M. A. Perez ◽  
W. C. Zech ◽  
W. N. Donald ◽  
X. Fang
Keyword(s):  
Large Scale ◽  
Large Scale Testing ◽  
Testing Techniques

Large scale dynamic testing of rock support at Kiirunavaara – Improved test design

2016 ◽  
Vol 59 ◽  
pp. 183-198 ◽  
Author(s):  
Shahin Shirzadegan ◽  
Erling Nordlund ◽  
Ping Zhang
Keyword(s):  
Large Scale ◽  
Dynamic Testing ◽  
Test Design ◽  
Rock Support

Behavior of CFST-RC Pier under Different Ground Motions

2018 ◽  
Vol 1145 ◽  
pp. 134-139
Author(s):  
Raghabendra Yadav ◽  
Bao Chun Chen ◽  
Hui Hui Yuan ◽  
Zhi Bin Lian
Keyword(s):  
Earthquake Engineering ◽  
Large Scale ◽  
Dynamic Testing ◽  
Ground Motions ◽  
Dynamic Test ◽  
Longitudinal Direction ◽  
Steel Tube ◽  
Engineering Research ◽  
Magnification Factors ◽  
Time Histories

The dynamic testing of large-scale structures continues to play a significant role in earthquake engineering research. The pseudo- dynamic test (PDT) is an experimental technique for simulating the earthquake response of structures and structural components in time domain. A CFST-RC pier is a modified form of CFST laced column in which CFST members are connected with RC web in longitudinal direction and with steel tube in transverse direction. For this study, a CFST -RC pier is tested under three different earthquake time histories having scaled PGA of 0.05g. From the experiment acceleration, velocity, displacement and load time histories are observed. The dynamic magnification factors for acceleration due to Chamoli, Gorkha and Wenchuan ground motions are observed as 12, 10 and 10 respectively. The frequency of the pier is found to be 1.42 Hz. The result shows that this type of pier has excellent static and earthquake resistant properties.

An Analysis of Object Oriented Testing Techniques

2016 ◽  
Vol 11 (01) ◽  
Author(s):  
Rashmi Trivedi Sharma
Keyword(s):  
System Design ◽  
Surface Structure ◽  
Message Passing ◽  
Large Scale ◽  
Object Oriented ◽  
Structural Testing ◽  
Dynamic Binding ◽  
Fast Pace ◽  
New Methodologies ◽  
Testing Techniques

In today’s fast pace world, large scale system design is sought for, and to fulfill this need Object-oriented paradigm is the solution. It includes various distinguished features that are not involved in their conventional analogues. Example: Encapsulation, Polymorphism, Object instantiation, Persistence, Synchronization, Message Passing, Inheritance, and Dynamic Binding etc. Hence, Testing for such programs becomes even more tedious than that for stereotyped programs. In this paper we have discussed about the testing being carried out in the Object Oriented domain. In order to conform to this, several new methodologies have been proposed like Scenario based testing, Deep structural testing, Surface structure testing, and fault-based techniques.

scholarly journals Large Scale Dynamic Testing of Rock Support System at Kiirunavaara Underground Mine

2016 ◽  
Vol 49 (7) ◽  
pp. 2773-2794 ◽  
Author(s):  
Shahin Shirzadegan ◽  
Erling Nordlund ◽  
Ping Zhang
Keyword(s):  
Support System ◽  
Large Scale ◽  
Dynamic Testing ◽  
Underground Mine ◽  
Rock Support

Research on I/O Space Reduction of Large-Scale Software Systems

2014 ◽  
Vol 543-547 ◽  
pp. 3122-3125
Author(s):  
Zhi Yuan Gao ◽  
Hai Feng Huang ◽  
Jian Guo Yao ◽  
Yang Cao ◽  
Sheng Chun Yang
Keyword(s):  
Large Scale ◽  
Theoretical Foundation ◽  
Software Systems ◽  
Test Model ◽  
Input Output ◽  
Space Reduction ◽  
Software Modules ◽  
Output Factors ◽  
Testing Techniques ◽  
Output Space

Testing is of great significance for the safe and reliable running of a large-scale software system. Starting from analysis on the weakness of Combinatorial Testing techniques when they are applied to large-scale software testing, a test model is given which is more in line with the actual characteristics, and some theorems about software input-output space reduction are also proven based on the model. It is proved that the input-output space of a large-scale software can be significantly reduced by proper decomposition according to the relationships between different software modules and the correlations between input factors and output factors. The results of this paper lay a theoretical foundation to simplify the testing of large-scale software systems.

Sign in / Sign up

Export Citation Format

Share Document