Results 201 to 210 of about 3,088 (250)

Phosphatidic Acid‐TRIM59‐Olig2 Signaling Couples Metabolic Dysfunction to Myelination Failure in PWMI

Advanced Science, EarlyView.
PA accumulates after hypoxic‐ischemic injury and stabilizes the E3 ligase TRIM59 in OPCs. Stabilized TRIM59 enhances ubiquitination and degradation of Olig2, blocking differentiation and causing hypomyelination in PWMI. Modulating PA synthesis restores Olig2 levels, improves myelination, and ameliorates behavioral deficits, defining a metabolically ...
Xinyu Li, Yanan Liu, Meng Zhang, Yiwei Liu, Meiting Liu, Kaishen Zhu, Zhian Liu, Chao Ren, Ruiqin Yao   +8 more
wiley   +1 more source

Malay Lexicon Project 3: The impact of orthographic-semantic consistency on lexical decision latencies. [PDF]

Q J Exp Psychol (Hove)
Maziyah Mohamed M, Jared D.
europepmc   +1 more source

EDTA‐Functionalized Nanoscale Metal–Organic Framework for Onco‐Cardiology via Radiochemotherapy Synergy and Spatiotemporally Matched Iron Chelation

Advanced Science, EarlyView.
Doxorubicin (DOX)‐induced cardiotoxicity is a major limitation to its broader clinical application, while cardioprotective interventions often risk reducing the anticancer efficacy of DOX. To address these challenges, this work constructs an EDTA‐functionalized metal–organic framework that enhances tumor therapy and provides efficient cardioprotection ...
Daojing Yuan, Liyang Tian, Luwen Zhuang, Yongyu Liang, Lingfei Chen, Xuetao Wang, Yanli Li, Xiyong Yu, Teng Gong   +8 more
wiley   +1 more source

[Attachment for Petrov-Iasnov apparatus for fastening 3-prong nails].

Ortopediia travmatologiia i protezirovanie, 1998
openaire   +1 more source

Factors affecting the anchorage capacity of nail plates in Nordic spruce. Testing of the anchorage capacity of punched metal plate fasteners according to prEN 1075.

, 1996
openaire   +1 more source

Specification for Driven Fasteners: Nails, Spikes, and Staples

2008
  +10 more sources

Fully Reversed Cyclic Loading of Shear Walls Fastened with Engineered Nails

Journal of Structural Engineering, 2009
Fifteen shear walls, each constructed with either conventional or engineered sheathing nails, were tested under fully reversed cyclic loads. Four types of conventional nails (named 0.113, 0.113R, 0.131, and 0.148 nails) and three types of engineered nails (named EN1, EN2L, and EN2H nails) were used.
Fernando S. Fonseca, Paul D. Lattin, Edward Sutt   +2 more
openaire   +1 more source