Results 91 to 100 of about 3,941 (234)
Secrecy: An Epistemological Account
Noûs, EarlyView.ABSTRACT Although the ethical and political implications of secrecy are significant, I argue here that its fundamental nature is epistemological and that any account of its nature must be based on its epistemological profile. In particular, I propose examining secrecy within the framework of social and political epistemology, considering secrets as ...
Jesús Navarro
wiley +1 more source
Reliability analysis of strut-and-tie models for the design of deep beams according to NBR 6118 (2023) [PDF]
Revista IBRACON de Estruturas e MateriaisThe strut-and-tie method (STM) applied in the structural design of deep beams is a semi-probabilistic method, that does not take directly into account both the uncertainties associated with the variables involved and those inherent in the calculation ...
Paulo Henrique Staciarini +2 more
doaj +1 more source
Pengaruh Panjang Penyaluran Terhadap Kuat Cabut Tulangan Baja [PDF]
, 2010 Salah satu persyaratan dalam perancangan beton bertulang yang harus diperhatikan adalah panjangpenyaluran tulangan. Panjang penyaluran adalah panjang penambatan yang diperlukan untukmengembangkan tegangan luluh pada tulangan yang merupakan fungsi dari ...
Ginting, A. (Arusmalem) +1 more
core
Seriality and style: The embodiment, perception, and normalization of collectives
The Southern Journal of Philosophy, EarlyView.Abstract Within existential phenomenology, both seriality and style have been drawn on to theorize the embodiment and perceptibility of (social) ontological differences. While style refers to how we encounter the world and others not in the abstract, but as immediately and intuitively meaningful, seriality is a form of collective being that pertains to
Tris Hedges
wiley +1 more source
Validation of a simplified model for the design of masonry infilled frames [PDF]
, 2006 The design of masonry infills is an issue that has attracted the attention of several researchers in the past, both from the experimental and analytical points of view.
Alvarenga, Rita de Cássia S. S. +2 more
core
Impact of material deterioration on the strength of reinforced concrete half-joint structures [PDF]
, 2015 During the 1960’s and 1970’s a number of reinforced concrete (RC) bridges were constructed with ‘half-joints’ introduced into bridge decks. A half-joint is a particular type of RC structure that was introduced into bridge decks as a means of simplifying ...
Desnerck, P, Lees, JM, Morley, C
core +1 more source
Ecological Entomology, Volume 51, Issue 3, Page 502-516, June 2026.First continental‐scale synthesis of hygropetric beetle diversity and distribution across Neotropical highlands. Climatic and topographic gradients structure regional assemblages and niche overlap. Ecological convergence suggests adaptation to similar conditions across disjunct regions.
Janderson Batista Rodrigues Alencar +4 more
wiley +1 more source
Analysis of the structural behavior of beam-column joints in reinforced concrete frames considering bending towards the reduced side of the cross section [PDF]
Revista IBRACON de Estruturas e MateriaisThe beam-column joints are called discontinuous regions and, therefore, could be designed by the strut and tie method. In beam-column joints where the bending plane coincides with the column's smaller dimension, the bending moments associated with the ...
Carolina Grossi de Paiva +4 more
doaj +1 more source
Improvement and Application of the Softened Strut-and-Tie Model
IOP Conference Series: Materials Science and Engineering, 2017 Previous experimental researches indicate that reinforced concrete beam-column joints play an important role in the mechanical properties of moment resisting frame structures, so as to require proper design. The aims of this paper are to predict the joint carrying capacity and cracks development theoretically.
Guoxi Fan +5 more
openaire +1 more source
Simple Homogenization-Topology Optimization Approach for the Pushover Analysis of Masonry Walls [PDF]
, 2017 A topology optimized rigid triangular FE macro-model with non-linear homogenized interfaces for the pushover analysis of in plane loaded masonry is presented.
Bruggi, Matteo, Milani, Gabriele
core +1 more source