(3) We measured pressures of different sections after injecting asphalt micro-emulsion and got the resistance coefficient, residual resistance factor
, and relative change of permeability of different part of the cores, thus evaluating the asphalt particles' capability to change mobility and to reduce the relative permeability of water.
The ultimate strength of undamaged members, joints, and piles can be established using the formulas of Sections cylindrical member design, connections, foundation design, and structural components and system with all resistance factors
set to 1.0.
Corneal hysteresis and corneal resistance factor
in keratoectasia: findings using the Reichert ocular response analyzer.
The resistance factor
for a partially open damper depends on the damper type and is calculated based on the inherent damper characteristic curves in Figure 2, provided by ASHRAE (2010c).
= LC50 of field population / LC50 of susceptible population (SSS).
The resistance factors
were evaluated by dividing LC50 values of field strains to LC50 value of susceptible strain.
One has been the designation of the new enzyme as NDM-1 ascribing the origin of the resistance factors
to New Delhi, the capital of India.
With over 200 pages of design examples, Load and Resistance Factor
Design (LRFD): Solved Example Problems for Wood Structures, has been jointly published by the American Forest & Paper Association's (AF&PA) American Wood Council, the Southern Forest Products Association, and the Wood Truss Council of America, in cooperation with the International Conference of Building Officials (ICBO).
Comparison of corneal hysteresis and corneal resistance factor
after small incision lenticule extraction and femtosecond laser-assisted LASIK: a prospective fellow eye study.
The AASHTO Highway Subcommittee on Bridges and Structures maintains the Load and Resistance Factor
Design (LRFD) Specifications for Bridges as part of its responsibility to design and manage the nation s highway infrastructure.
The American Association of State Highway and Transportation Officials' specifications for load and resistance factor
design of bridges require bolted connections to be designed as slip critical under certain circumstances, including heavy impact loads or severe vibration.
Load and resistance factor
design (LRFD) methodology developed by the American Association of State Highway and Transportation Officials plays a key role in the proposed ASTM International WK38166, Specification for Manufacture of Precast Reinforced Concrete Three-Sided Structures for Culverts and Storm Drains.