Results 11 to 20 of about 12,560 (233)
Design criteria for unified strut and tie models [PDF]
Progress in Structural Engineering and Materials, 2001 In the past two decades, the concept of strut and tie models (STM) has been used as one of the most popular and rational approaches for the design of non-flexural members of reinforced concrete structures.
Chandler, AM, Su, KL
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Design of deep pile caps by strut-and-tie models [PDF]
Revista IBRACON de Estruturas e Materiais, 2019 There are many methods for designing pile caps, but there is still no consensus on which one provides the best approach for the practical engineers. In Brazil, many structural designers use the classical Blévot method; however, the applicability of the ...
D. M. SANTOS +2 more
doaj +5 more sources
Journal of Marine Science and Engineering, 2022 To study the performance and failure mechanisms of concrete-filled steel tube (CFST) column sleeve grouting connections, theoretical analysis and finite element simulation were performed for the structure in the connection.
Wenpeng Che +3 more
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Acta Polytechnica, 2022 The work described is concerned with an investigation of the effectiveness of the use of strut-and-tie models for the structural assessment of half joints. Such elements form a part of many existing bridges which, although not complying with current code
Gregoria Kotsovou +2 more
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Strut-and-tie model based on crack band theory for deep beams [PDF]
, 2010 yesA simplified strut-and-tie model including size effect based on the crack band theory is proposed to evaluate the shear capacity of deep beams. Concrete struts are idealized as uniformly tapered prismatic members with a stress relief strip whereas ...
Ashraf F. Ashour +13 more
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Modified interactive strut-and-tie model for shear strength prediction of RC corbels
Engineering and Applied Science Research, 2019 On the basis of the modified Kupfer and Gerstle’s biaxial failure criterion ofconcrete, amodified interactive strut-and-tie model (MISTM) to predict the nominal shear strength of RC corbels was derived and is proposed in this paper.
Panatchai Chetchotisak +2 more
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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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Strut-and-Tie Modeling of Reinforced Concrete Deep Beams [PDF]
, 2018 Strut-and-tie models (STMs) are often used for the design of shear critical deep members because they can rationalize the shear transfer within discontinuous or disturbed regions in reinforced concrete structural elements.
Guadagnini, M. +2 more
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On the optimal strut-and-tie models and design approach for the cable-pylon anchorage zone
Journal of Civil Engineering and Management, 2019 The cable-pylon anchorage zone is a typical D-region in a cable-stayed bridge, for which there has been no uniform simplified design method until now. In this paper, based on the extensive statistics of actual projects, topology optimization techniques ...
Nannan Cui, Shiping Huang
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Seismic response of timber frames with cane and mortar walls [PDF]
, 2014 This paper describes an experimental study into the seismic behaviour of low-cost walls incorporating timber frames with composite cane and cement mortar panels.
Elghazouli, AY +3 more
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