Results 61 to 70 of about 210,965 (192)

BEHAVIOR OF HYBRID REINFORCED CONCRETE DEEP BEAMS WITH WEB OPENINGS UNDER REPEATED LOADING [PDF]

Journal of Engineering and Sustainable Development, 2019
This research aims to study experimentally behavior of hybrid deep beams when subjected to two point's monotonic and repeated loading in presence or absence of web openings.
Sawsan Akram Hassan, Mohammed Kamil Ali
doaj   +1 more source

Experimental results and limit load analysis by the strut-and-tie method (STM) in deep beams with notches and openings [PDF]

Revista IBRACON de Estruturas e Materiais
This article presents experimental results of eight non-aligned, non-geometrically symmetrical deep beams with notches and openings. The variables considered in the study were the presence of web reinforcement, and the geometry of the deep beams.
Izabel Castro de Abreu Neta, Antonio Carlos de Oliveira Miranda, Rodrigo de Melo Lameiras, Carlos Henrique de Oliveira Leite   +3 more
doaj   +1 more source

Tagged spectator DIS on a polarized spin-1 target [PDF]

, 2016
We discuss the process of deep-inelastic electron scattering (DIS) on the polarized deuteron with detection of a nucleon in the nuclear fragmentation region ("spectator tagging"). We cover (a) the general structure of the semi-inclusive DIS cross section
Cosyn, W., Sargsian, M., Weiss, C.
core   +2 more sources

REINFORCED CONCRETE TWO-SPAN CONTINUOUS DEEP BEAMS. [PDF]

Proceedings of the Institution of Civil Engineers - Structures and Buildings, 1998
This paper describes the structural behaviour of two equal span continuous reinforced concrete deep beams with clear shear span/depth of web ratios less than 1.3 and loaded symmetrically from the top. The main mode of failure of such beams is characterized by the formation of two symmetrical inclined cracks emanating from the edges of the central ...
openaire   +1 more source

STAR Spin related future detector upgrades

, 2006
The STAR experiment at the Relativistic Heavy Ion Collider (RHIC) has a rich spin physics program aimed at exploring the spin structure of the proton with polarized proton beams.
Simon, Frank
core   +1 more source

Experimental and numerical research on shear performance of GFRP bar reinforced seawater sea-sand concrete deep beams without stirrups

Case Studies in Construction Materials
Using glass fibre-reinforced polymer (GFRP) bars to reinforce seawater sea-sand concrete (SWSSC) is a feasible way to replace traditional concrete structures. Thus, this paper aims to understand the shear response of GFRP bar-reinforced SWSSC (GFRP-SWSSC)
Zhiquan Xing, Yao Zhu, Yongbo Shao, Enlin Ma, Kwok-Fai Chung, Yu Chen   +5 more
doaj   +1 more source

Fusion of radioactive $^{132}$Sn with $^{64}$Ni

, 2007
Evaporation residue and fission cross sections of radioactive $^{132}$Sn on $^{64}$Ni were measured near the Coulomb barrier. A large sub-barrier fusion enhancement was observed.
A. Galindo-Uribarri, A. L. Caraley, C. J. Gross, D. Peterson, D. Shapira, D. W. Stracener, F. James, H. Amro, J. D. Bierman, J. F. Liang, J. Gomez del Campo, J. J. Kolata, J. R. Beene, K. L. Jones, P. A. Hausladen, P. E. Mueller, R. A. Broglia, R. L. Varner, R. Vandenbosch, W. D. Myers, W. Loveland, Y. Larochelle   +21 more
core   +1 more source

Developing people capabilities for the promotion of sustainability in facility management practices [PDF]

, 2015
Sustainability is becoming an integral part of the life-cycle development of built facilities. It is increasingly highlighted during the post construction phase, as facility management personnel can have major influence to the sustainability agenda
Sarpin, Norliana
core   +1 more source

Direction-Dependent Polarised Primary Beams in Wide-Field Synthesis Imaging

, 2012
The process of wide-field synthesis imaging is explored, with the aim of understanding the implications of variable, polarised primary beams for forthcoming Epoch of Reionisation experiments.
Bernardi, Gianni, Greenhill, Lincoln J., Mitchell, Daniel A., Ord, Stephen M., Wayth, Randall B.   +4 more
core   +1 more source

Shear behavior of concrete deep beams with single coarse aggregate sizes

Heritage and Sustainable Development
Deep beams are structural members characterized by a large depth-to-span ratio, where their strength is primarily governed by shear rather than flexure.
Mosa Jumaa Mosa, Husain Khalaf Jarallah, Mohammed Mosleh Salman   +2 more
doaj   +1 more source