In one P4P scheme, the financial incentive was only based on performance on structure indicators (DMP-P4P).
MSAM developers have tended to concentrate on improving their software benchmark performance on structure-based MSAs (Blackshields et al. 2006), which capture functional or structural similarity between amino acids in proteins, but may or may not accurately reflect the sitewise homologies required for evolutionary studies.
In two P4P schemes, financial incentives were based on performance on structure and process outcomes (BTE; PIP-DI).
The dynamic behavior of optimal designs is compared to that of initial ones to show the impact of optimization on the performance of structures.
Some of the researches have presented the beneficial effects of infill walls on seismic performance of structures (Murty and Jain 2000).
Recent major seismic events, such as the Chi-Chi (1999) and the Wenchuan (2008) earthquakes occurred in Taiwan and China, have offered a variety of case histories on the performance of structures subjected to reverse faulting induced deformation.
Such modelling is essential for studying the fundamental processes occurring in rock, for assessing the anticipated and actual performance of structures built on and in rock masses, and hence for supporting rock engineering design.
As data on the performance of structures strengthened with the hybrid bonding method are not available, the main purpose of this paper is to investigate the experimental behavior of RC beams strengthened with the hybrid bonding method.
We report on the performance of structures for lossless ion manipulation (SLIM) as a means for transmitting ions and performing ion mobility separations (IMS).
This study addresses the influence of different simplifications, assumptions and uncertainties in modeling reinforced concrete (RC) frame elements on the seismic performance of structures.
