scholarly journals GROUNDING GRID PERFORMANCE OF SUBSTATION IN TWO LAYER SOIL - A PARAMETRIC ANALYSIS

2012 ◽  
Vol 1 (2) ◽  
pp. 69-76 ◽  
Author(s):  
M.G. Unde ◽  
◽  
B.E. Kushare ◽  
Keyword(s):  
Parametric Analysis ◽  
Grounding Grid

Parametric analysis of fiber-reinforced laminated momentum wheel rotors

2001 ◽  
Author(s):  
Rania Hassan ◽  
Maher Younan ◽  
Hani Arafa ◽  
Yehia Bahei-El-Din
Keyword(s):  
Parametric Analysis ◽  
Fiber Reinforced

Evaluating the Performance of Hedge Fund Strategies: A Non-Parametric Analysis

2015 ◽  
Author(s):  
Alessandra Canepa ◽  
Maria O. Gonzalez ◽  
Frank S. Skinner
Keyword(s):  
Parametric Analysis ◽  
Hedge Fund ◽  
Non Parametric

Parametric analysis and performance of laser cutting on strenx steel

2020 ◽  
Author(s):  
K. Muralidharan ◽  
S. Shalini Packiam Kamala ◽  
D. Alankrutha ◽  
K. Bhanu Prakash ◽  
Ram Subbiah ◽  
...  
Keyword(s):  
Laser Cutting ◽  
Parametric Analysis ◽  
And Performance

Parametric analysis of factors affecting thermal performance of photovoltaic triple skin façade system (PV-TSF)

2021 ◽  
Vol 40 ◽  
pp. 102344
Author(s):  
Manoj Kumar Sharma ◽  
Sajan Preet ◽  
Jyotirmay Mathur ◽  
Amartya Chowdhury ◽  
Sanjay Mathur
Keyword(s):  
Thermal Performance ◽  
Parametric Analysis ◽  
Factors Affecting

scholarly journals Parametric Analysis of the Shear Lag Effect in Tube Structural Systems of Tall Buildings

2020 ◽  
Vol 11 (1) ◽  
pp. 278
Author(s):  
Ivan Hafner ◽  
Anđelko Vlašić ◽  
Tomislav Kišiček ◽  
Tvrtko Renić
Keyword(s):  
Parametric Analysis ◽  
Numerical Models ◽  
Tall Buildings ◽  
Structural Systems ◽  
Structural Elements ◽  
Structural System ◽  
Shear Lag ◽  
Shear Lag Effect ◽  
Lag Effect ◽  
Secondary Structural Elements

Horizontal loads such as earthquake and wind are considered dominant loads for the design of tall buildings. One of the most efficient structural systems in this regard is the tube structural system. Even though such systems have a high resistance when it comes to horizontal loads, the shear lag effect that is characterized by an incomplete and uneven activation of vertical elements may cause a series of problems such as the deformation of internal panels and secondary structural elements, which cumulatively grow with the height of the building. In this paper, the shear lag effect in a typical tube structure will be observed and analyzed on a series of different numerical models. A parametric analysis will be conducted with a great number of variations in the structural elements and building layout, for the purpose of giving recommendations for an optimal design of a tube structural system.

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