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A new empirical method is proposed for analyzing nano-indentation load displacement curves.
Subsequently, a new empirical method is proposed to estimate reliable future production and EURs for fracture-dominated reservoirs.
In the present study, a new empirical method to determine the fracture energy of concrete is explored.
To solve this problem, the concept of equivalent elastic modulus has been introduced and a new empirical method has been derived taking into account the nonlinearity of the material.
This paper presents a new empirical method for calculating the dynamic increase factor (DIF) that is used to amplify the gravity loads on the affected bays of a building frame, when the nonlinear static alternate path analysis is carried out to predict the peak dynamic responses to sudden column removal.
In this study, a new empirical method is proposed to estimate the drop modulus using the double shield TBM specifications of Karaj Tehran water conveyance tunnel in Iran.
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The use of the new empirical method as an efficient technique for determining the fracture energy of concrete is thus proved.
The new empirical method has been used as a basis to develop a formula for the Eurocode 6.
The new empirical method that we propose is based on the actual read mapping patterns at gene borders and is independent from any theoretical distribution model or the hypothesis of 'even distribution along the transcript'.
In this study, a new empirical theoretical method for explosive fireball in open space was developed and a full-scale experiment involving LNG explosion in transmission pipeline was carried out.
This chapter presents new empirical methods for prediction of ship resistance and wetted surface area of ships based on analysis of database of tests performed in the towing tank of MARINTEK.
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