Results 41 to 50 of about 16,770 (203)
Design of the engineering structure [PDF]
, 2014 Bakalářská práce se zabývá problematikou návrhu průmyslových hal a je zaměřena výhradně na návrh a posouzení krátkých konzol. První část práce tvoří překlad odborného textu prof. J. Schlaicha (E DIN 1045-1).
Svoboda, Adam
core
Deployable Tensegrity Reflectors for Small Satellites [PDF]
, 2002 Future small satellite missions require low-cost, precision reflector structures with large aperture that can be packaged in a small envelope. Existing furlable reflectors form a compact package which, although narrow, is too tall for many applications ...
Pellegrino, S., Tibert, A. G.
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Punching shear behavior of thick reinforced concrete slabs according to Strut-and-Tie model
Budownictwo i Architektura, 2014 The punching shear behavior of thick reinforced concrete slabs was analyzed in this paper by using strut-and-tie model (S-T). Calculating procedures were compared to our own experimental test results.
Tadeusz Urban , Jakub Krakowski
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Behaviour of traditional Portuguese timber roof structures [PDF]
, 2006 The aim of this paper is to present the results of a structural analysis of common trusses traditionally used in roof construction in Portugal. The study includes the results of a preliminary survey intending to assess the geometry, materials and on site
Branco, J. +3 more
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Performance-based optimization of structures: theory and applications [PDF]
, 2005 Performance-based Optimization of Structures introduces a method to bridge the gap between optimization theory and its practical applications to structural engineering.
Liang, Qing Quan
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Strut-and-tie models for deteriorated reinforced concrete half-joints [PDF]
, 2018 A reinforced concrete half-joint bridge consists of suspended span dapped-end beams or a full-width deck supported on the nibs of abutments or adjacent beams.
Desnerck, P, Lees, JM, Morley, CT
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Revista IBRACON de Estruturas e MateriaisThis paper investigates the laboratory test results of 12 deep beams available in the literature, where the longitudinal reinforcement was anchored into the support using short straight bar anchorages.
R. A. SOUZA, S. BREÑA
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Strut-and-tie modelling of deep beams [PDF]
, 2019 A modified strut-and-tie model for deep beams was developed. Several significant improvements were made and gave rise to better prediction performance of deep beam shear strength, evaluated by 233 test results. No empirical stress limit was required and the concrete softening effect was embedded in the model.
openaire +2 more sources
Comparative assessment of strut models for the modelling of in-plane seismic response of infill walls [PDF]
, 2017 The influence of infills on the seismic response of frame structures has long been recognised. Typically, stiffness and strength of the infill and connections between infill and frame are such that the infill affects the global seismic behaviour of the
Franchin, Paolo +3 more
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Optimized Design of Anchor Plates for 2200 MPa-Class Prestressing Anchorage Zones
BuildingsThe strength of prestressed steel strands has developed towards high strength, increasing from 1860 MPa to over 2200 MPa. The stress in the prestressed anchorage zone is more concentrated and complex, and the anchor plates for dispersed loads need to be ...
Xin Lu, Wanxu Zhu
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