scholarly journals Across-breed adjustment factors for expected progeny differences for carcass traits1

2007 ◽  
Vol 85 (6) ◽  
pp. 1369-1376 ◽  
Author(s):  
L. D. Van Vleck ◽  
L. V. Cundiff ◽  
T. L. Wheeler ◽  
S. D. Shackelford ◽  
M. Koohmaraie
Keyword(s):  
Adjustment Factors ◽  
Expected Progeny Differences

scholarly journals Comparing Genetic Value of Bulls from Different Breeds: Across Breed EPDs

EDIS ◽  
2006 ◽  
Vol 2006 (11) ◽  
Author(s):  
Gary R. Hansen
Keyword(s):  
Animal Research ◽  
Research Center ◽  
Animal Science ◽  
Fact Sheet ◽  
Genetic Potential ◽  
The Us ◽  
Adjustment Factors ◽  
Meat Animal ◽  
Genetic Value ◽  
Expected Progeny Differences

AN162, a 5-page fact sheet by Gary R. Hansen, describes how to use tables developed by the US Meat Animal Research Center (MARC) which provide adjustment factors to allow for the calculation of across-breed expected progeny differences (AB-EPDs) to assess genetic potential across different breeds. Published by the UF Department of Animal Science, March 2006.

Beef Sire Expected Progeny Differences Calculated by Three Methods

1977 ◽  
Vol 44 (2) ◽  
pp. 195-202 ◽  
Author(s):  
D. D. Kress ◽  
P. J. Burfening ◽  
P. D. Miller ◽  
D. Vaniman
Keyword(s):  
Expected Progeny Differences

Estimation of adjustment factors for 3X milking

2001 ◽  
Author(s):  
Nerilson Terra Santos
Keyword(s):  
Adjustment Factors

Adjustment Factors of Attachment, Hope, and Motivation in Emerging Adult Well-Being

2021 ◽  
Author(s):  
Jordan A. Booker ◽  
Julie C. Dunsmore ◽  
Robyn Fivush
Keyword(s):  
Emerging Adult ◽  
Well Being ◽  
Adjustment Factors

Development of Daily Adjustment Factors for Bicycle Traffic

2013 ◽  
Vol 139 (8) ◽  
pp. 859-871 ◽  
Author(s):  
Mohamed El Esawey ◽  
Clark Lim ◽  
Tarek Sayed ◽  
Ahmed Ibrahim Mosa
Keyword(s):  
Adjustment Factors

Determination of seismic design forces by equivalent static load method

2003 ◽  
Vol 30 (2) ◽  
pp. 287-307 ◽  
Author(s):  
JagMohan Humar ◽  
Mohamed A Mahgoub
Keyword(s):  
Seismic Design ◽  
Static Load ◽  
Base Shear ◽  
Uniform Hazard Spectra ◽  
Uniform Hazard Spectrum ◽  
Higher Mode Effects ◽  
Mode Effects ◽  
Equivalent Static Load ◽  
Adjustment Factors ◽  
Mode Vibration

In the proposed 2005 edition of the National Building Code of Canada (NBCC), the seismic hazard will be represented by uniform hazard spectra corresponding to a 2% probability of being exceeded in 50 years. The seismic design base shear for use in an equivalent static load method of design will be obtained from the uniform hazard spectrum for the site corresponding to the first mode period of the building. Because this procedure ignores the effect of higher modes, the base shear so derived must be suitably adjusted. A procedure for deriving the base shear adjustment factors for different types of structural systems is described and the adjustment factor values proposed for the 2005 NBCC are presented. The adjusted base shear will be distributed across the height of the building in accordance with the provisions in the current version of the code. Since the code-specified distribution is primarily based on the first mode vibration shape, it leads to an overestimation of the overturning moments, which should therefore be suitably adjusted. Adjustment factors that must be applied to the overturning moments at the base and across the height are derived for different structural shapes, and the empirical values for use in the 2005 NBCC are presented.Key words: uniform hazard spectrum, seismic design base shear, equivalent static load procedure, higher mode effects, base shear adjustment factors, distribution of base shear, overturning moment adjustment factors.

Sampling Adjustment Factors for Rainfall Recorded at Fixed Time Intervals

2003 ◽  
Vol 8 (5) ◽  
pp. 294-296 ◽  
Author(s):  
C. Bryan Young ◽  
Bruce M. McEnroe
Keyword(s):  
Fixed Time ◽  
Time Intervals ◽  
Adjustment Factors
Sign in / Sign up

Export Citation Format

Share Document