Results 131 to 140 of about 214,688 (304)

Effects of Soil-Foundation-Bridge Interaction Subjected to Spatially Varying Earthquake Ground Motion [PDF]

, 2013
The primary purpose of this study is to investigate stochastic responses of a cable-stayed bridge which is built on the Mississippi River in 1987 in USA, subjected to the spatially varying earthquake ground motion by using the finite element method ...
Ates, Sevket, Kuyumcu, Zeliha
core  

Navigating new norms: a systematic review of factors for the development of effective digital tools in higher education

FEBS Open Bio, EarlyView.
What factors make for an effective digital learning tool in Higher Education? This systematic review identifies elements of a digital tool that published examples reveal to be features of an engaging and impactful digital tool. A systematic literature search yielded 25 research papers for analysis.
Akmal Arzeman, Jessica Haines, Connie Pritchard, Stephen Rutherford, Nigel Francis   +4 more
wiley   +1 more source

A Novel Calculate Model of Shear Deformation and Relative Displacement of Pile–Soil Interface in Warm Frozen Soil Foundation

Buildings
In permafrost regions with warm frozen soil, the pile foundation is commonly used, but most currently available models for the WFS foundation pile–soil system are either highly empirical or overcomplicated, without a simplified theoretical manner in ...
Gaochen Sun, Lijun Gu, Long Li, Yufan Huo, Zhengzhong Wang, Hongzu Dang   +5 more
doaj   +1 more source

Raman‐based label‐free microscopic analysis of the pancreas in living zebrafish larvae

FEBS Open Bio, EarlyView.
Forward stimulated Raman scattering (F‐SRS) and epi coherent anti‐Stokes Raman scattering (E‐CARS) allow label‐free discrimination of distinct subcellular structures in the pancreas of living zebrafish larvae. Given the straightforward applicability, we anticipate broad implementation of Raman microscopy in other organs and across various biomedical ...
Noura Faraj, Eline M. F. de Lange, Klaas A. Sjollema, Ben N. G. Giepmans   +3 more
wiley   +1 more source

Torsional Low-Strain Test for Nondestructive Integrity Examination of Existing High-Pile Foundation. [PDF]

Sensors (Basel), 2022
Zhang Y, El Naggar MH, Wu W, Wang Z.
europepmc   +1 more source

Effect of Scour on Load Carry Capacity of Piles on Mat Bridge [PDF]

, 2013
Critical scour effects on bridge performance helps to predict the bridge load carryingcapacity and as a result, may help prevent unnecessary looses. Very few studies have beenconducted on current condition of Albanian bridge especially on integrations ...
Erion PERIKU, Yavuz YARDIM
core  

FGFR Like1 drives esophageal cancer progression via EMT, PI3K/Akt, and notch signalling: insights from clinical data and next‐generation sequencing analysis

FEBS Open Bio, EarlyView.
Clinical analysis reveals significant dysregulation of FGFRL1 in esophageal cancer (EC) patients. RNAi‐coupled next‐generation sequencing (NGS) and in vitro study reveal FGFRL1‐mediated EC progression via EMT, PI3K/Akt, and Notch pathways. Functional assays confirm its role in tumor growth, migration, and invasion.
Aprajita Srivastava, Anoop Saraya, Deepak Gunjan, Rinu Sharma   +3 more
wiley   +1 more source

Study on the Bearing Performance of Pole-Assembled Inclined Pile Foundation Under Downward Pressure-Horizontal Loads

Buildings
A novel prefabricated pile foundation is presented to improve the disaster resistance of the pole line. Bearing performance analysis of prefabricated inclined pile foundations for electric poles under downward pressure-horizontal loading is carried out ...
Chong Zhao, Wenzhuo Song, Wenzheng Hao, Furan Guo, Yan Yang, Mengxin Kang, Liang Zhang, Yun Wang   +7 more
doaj   +1 more source

Numerical analysis for the vertical bearing capacity of composite pile foundation system in liquefiable soil under sine wave vibration. [PDF]

PLoS One, 2021
Zhan-Fang H, Bai XH, Yin C, Liu YQ.
europepmc   +1 more source

Experimental measurements model of pile, slab and raft foundation [PDF]

, 2014
Návrh únosnosti a sedání pilotového základu obvykle vychází z předpokladu, že veškeré zatížení od horní stavby je přenášeno pouze pilotami. Vliv přilehlých spojovacích konstrukcí, které jsou v kontaktu s podložím (kalich, deska, patka, pás atd.), je ...
Buchta, Vojtěch, Burkovič, Kamil
core