| 101 |
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Bond-Strengthening Hooks for RC Members with 1300 MPa-Class Shear-Reinforcing Spirals Part II: Shear Strength Estimation Based on the BCJ-C1166 Guideline:
|
Sato,Yuichi Nagatomo,Katsuhiro Nakamura,Yoshifumi
|
|
Journal of Asian Architecture and Building Engineering
|
2006
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| 102 |
|
THE BIG PICTURE - Frank Stella and friends gather at Seattle's R.C. Hedreen Company by NBBJ.:
|
Cheek, Lawrence W
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Cahners Business Information
|
Interior design
|
2008
|
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| 103 |
|
Effects of ionizing irradiation and hydrostatic pressure on Escherichiacoli O157:H7 inactivation, chemical composition, and sensory acceptabilityof ground beef patties:
|
Schilling, M.W.,Yoon, Y.,Tokarskyy, O.,Pham, A.J.,Williams, R.C.,Marshall, D.L.,
|
ELSEVIER
|
Meat science
|
2009
|
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| 104 |
|
Life-Cycle Cost Assessment of Maintenance Strategies for RC Structures in Chloride Environments:
|
Mullard, John A.,Stewart, Mark G.
|
American Society of Civil Engineers
|
Journal of Bridge Engineering
|
2012
|
|
|
|
| 105 |
|
New Three-Dimensional Damage Index for RC Buildings with Planar Irregularities:
|
Jeong, Seong-Hoon,Elnashai, Amr S
|
University of Toronto
|
Journal of Structural Engineering
|
2006
|
|
|
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| 106 |
|
Truss Model for Nonlinear Analysis of RC Members Subject to Cyclic Loading:
|
Park, Honggun
|
University of Toronto
|
Journal of Structural Engineering
|
2007
|
|
|
|
| 107 |
|
Obesity and diet affect glucose dynamics and insulin sensitivity in Thoroughbred geldings.:
|
Hoffman, R.M.;Boston, R.C.;Stefanovski, D.;
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American Society Animal Science
|
Journal of animal science
|
2003
|
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| 108 |
|
Phenolic Compound Utilization by the Soft Rot Fungus Lecytho
|
Bugos,R.C.; Sutherland,J.B.; Adler,J.H.
|
American Society for Microbiology
|
Applied and Environmental Microbiology
|
1988
|
|
|
|
| 109 |
|
Evaluating Method of Deformation at Losing Point of Axial Load Carrying Capacity of RC Columns:
|
Daisuke Kato Yudai Miyajima Yukiko Nakamura
|
|
Journal of Asian Architecture and Building Engineering
|
2009
|
|
|
|
| 110 |
|
Bond-Strengthening Hooks for RC Members with 1300 MPa-Class Shear-Reinforcing Spirals Part III: Bond Strengths of Double-Layered Longitudinal Bars and Cut-Off Bars:
|
Sato,Yuichi Yagi,Shinichi NagatomoKatsuhiro Nakamura,Yoshifumi
|
|
Journal of Asian Architecture and Building Engineering
|
2008
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