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FIQR - Walk Continuously for 20 Minutes
Known as:
FIQR01-Walk Continuously for 20 Minutes
, FIQR0102
Revised Fibromyalgia Impact Questionnaire (FIQR) Walk continuously for 20 minutes.
National Institutes of Health
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Related topics
Related topics
2 relations
CDISC Questionnaire FIQR Test Name Terminology
Clinical Data Interchange Standards Consortium Terminology
Papers overview
Semantic Scholar uses AI to extract papers important to this topic.
2014
2014
Root plasticity and its functional roles were triggered by water deficit but not by the resulting changes in the forms of soil N in rice
T. Tran
,
Mana Kano-Nakata
,
+4 authors
A. Yamauchi
Plant and Soil
2014
Corpus ID: 254932035
The functional roles of root plasticity in rice adaptation to drought conditions may vary with soil nitrogen (N) conditions. To…
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Review
2013
Review
2013
CRACK PATTERN CHARACTERIZATION IN A SHORT EXPERIMENTAL CONTINUOUSLY REINFORCED CONCRETE PAVEMENT
2013
Corpus ID: 167213650
Cracking in continuously reinforce concrete pavements (CRCP) is a natural design aspect and should not be considered a distress…
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2010
2010
Stress dependence of guided waves in rails
I. Bartoli
,
S. Coccia
,
+5 authors
G. Carr
Smart Structures and Materials + Nondestructive…
2010
Corpus ID: 123003044
This paper presents numerical results on the dynamic behavior of continuously welded rails (CWR) subjected to a static axial…
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2009
2009
ULTRA THIN REINFORCED CONCRETE PAVEMENTS: EXPERIENCES ENCOUNTERED DURING THE CONSTRUCTION OF TWO ROADS
M. Louw
,
A. Bergh
,
A. Mckay
2009
Corpus ID: 107277670
During the beginning of 2002, a section of mesh reinforced concrete pavement 50mm thick was constructed as part of a thin…
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2008
2008
Design and layout of ballastless track systems using unbound base course layers
B. Lechner
2008
Corpus ID: 135470544
Up to now most of the ballastless track systems, which have been built on earthworks consist of a structure with a continuously…
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2008
2008
Analysis of Thermal Stress for Continuously Reinforced Concrete Pavement (CRCP)
G. Yuan
2008
Corpus ID: 138957842
Based on the linear and the nonlinear bond-slip constitutional relation between reinforced steel bar and concrete,the calculation…
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2004
2004
Applicability of Asphalt Concrete Overlays on Continuously Reinforced Concrete Pavements
M. Trevino
,
T. Dossey
,
B. F. Mccullough
,
Y. Yildirim
2004
Corpus ID: 32370275
This report presents the research and recommendations on the use of asphalt concrete (AC) overlays to rehabilitate continuously…
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2001
2001
Reliability Analysis of the Crack Spacing for Continuously Reinforted Concrete Pavement(CRCP)
C. Dong
2001
Corpus ID: 112668367
To ensure the service durability of continuously reinforced concrete pavement(CRCP),the transverse crack spacing should be…
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2001
2001
On the Design Theory and Method of Continuously Reinforced Concrete Pavement(CRCP)
Hu Chang
2001
Corpus ID: 111579262
Continuously reinforced concrete pavement(CRCP) is one of high performance concrete pavement structures. A systematic analysis on…
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1990
1990
ASSESSING LOAD TRANSFER ACROSS JOINTS AND CRACKS IN RIGID PAVEMENTS USING THE FALLING WEIGHT DEFLECTOMETER. INTERIM REPORT
E. Owusu-Antwi
,
A. Meyer
,
W. Hudson
1990
Corpus ID: 106855265
Loss of load transfer across joints and cracks in rigid pavements is a major factor in rigid pavement distress. And because loss…
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