Liquefaction induced damage to the built environment is one of the major causes of damage in an earthquake. Since Niigata earthquake in 1964, it has been popularly recognized that the liquefaction induced ground failures caused severe damage in various forms such as sand boiling, ground settlement,
β¦ LIBER β¦
Multiple spatio-temporal scale modeling of composites subjected to cyclic loading
β Scribed by Robert Crouch, Caglar Oskay, Stephen Clay
- Book ID
- 120911641
- Publisher
- Springer
- Year
- 2012
- Tongue
- English
- Weight
- 979 KB
- Volume
- 51
- Category
- Article
- ISSN
- 0178-7675
No coin nor oath required. For personal study only.
π SIMILAR VOLUMES
Micro-scale modeling of saturated sandy
β
Nadarajah Ravichandran; Brian Machmer; Hadakopan Krishnapillai; Kimiro Meguro
π
Article
π
2010
π
Elsevier Science
π
English
β 983 KB
Modeling Reinforced-Concrete Beam-Column
β
Lowes, Laura N.; Altoontash, Arash
π
Article
π
2003
π
American Society of Civil Engineers
π
English
β 206 KB
Modeling of local buckling in tubular st
β
Rafael Febres; Pether Inglessis; Julio FlΓ³rez-LΓ³pez
π
Article
π
2003
π
Elsevier Science
π
English
β 315 KB
Time-dependent response of IM7/5260 comp
β
Arun Pasricha; Mark E. Tuttle; Ashley F. Emery
π
Article
π
1995
π
Elsevier Science
π
English
β 825 KB
Time-dependent response of IM7/5260 comp
β
Arun Pasricha; Mark E. Turtle; Ashley F. Emery
π
Article
π
1996
π
Elsevier Science
π
English
β 855 KB
Interphase modeling of copper-epoxy part
β
G. C. Papanicolaou; A. G. Xepapadaki; A. Kotrotsos; D. E. Mouzakis
π
Article
π
2008
π
John Wiley and Sons
π
English
β 529 KB
## Abstract In this investigation, the static and dynamic behavior of copperβfilled epoxy particulate composites has been experimentally studied. The influence of particleβweight fraction (0β25%), on the static behavior and filler concentration, temperature and frequency on the dynamic behavior of