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Showing 1 to 12 of 12 for “"Membrane action"”.

  1. Punching failure and compressive membrane action in reinforced concrete slabs

    This study of punching failure and compressive membrane action in reinforced concrete slabs provides a basis for the development of a more realistic design approach for continuous slabs subjected to concentrated loadings.The results of an extensive series of tests on one quarter scale models of the …

    qu-belfast Repository record for Punching failure and compressive membrane action in reinforced concrete slabs (opens in a new tab)

  2. The Study of Glyceraldehyde -3 -Phosphate Dehydrogenase (Gapdh) Function Targeted by Estrogen and Progesterone in the Central Nervous System: Physiological Implications

    … results and describes a proposed model for the membrane action of estradiol on GAPDH in the hippocampus that reflects recent interesting reports from other laboratories as well as my own contributions to these novel functions of GAPDH.

    uiuc Repository record for The Study of Glyceraldehyde -3 -Phosphate Dehydrogenase (Gapdh) Function Targeted by Estrogen and Progesterone in the Central Nervous System: Physiological Implications (opens in a new tab)

  3. The real strength of laterally restrained reinforced concrete slabs

    It is widely recognised that Compressive Membrane Action (CMA ) is the reason for the strength enhancement exhibited by laterally restrained slab system . This strength enhancement is in excess of that estimated by standard flexural and shear design methods.<br/><br/>Although of the fact that the …

    qu-belfast Repository record for The real strength of laterally restrained reinforced concrete slabs (opens in a new tab)

  4. An analytical field and model study of M-beam bridge decks

    … the standard 160 mm M—beam deck slab under the action of the abnormal vehicle wheel load was investigated in a series of tests on a - scale model. The main variables were the percentage of steel reinforcement and the spacing of the beams. Twenty panels were tested and they all failed in …

    qu-belfast Repository record for An analytical field and model study of M-beam bridge decks (opens in a new tab)

  5. ΘΕΩΡΗΤΙΚΗ ΚΑΙ ΠΡΑΚΤΙΚΗ ΔΙΕΡΕΥΝΗΣΗ ΤΗΣ ΕΦΑΡΜΟΓΗΣ ΤΩΝ ΓΕΩΦΑΣΜΑΤΩΝ ΣΤΗΝ ΕΝΙΣΧΥΣΗ ΔΡΟΜΩΝ ΧΑΜΗΛΗΣ ΚΥΚΛΟΦΟΡΙΑΣ

    … 5. THEORETICAL ANALYSIS OF THE REINFORCING ACTION OF THE GEOTEXTILE. BOTH MEMBRANE ACTION AND THE INFLUENCE ON THE MECHANISM OF SHEAR FAILURE OF THE SYSTEM ARE ANALYSED. 6. ANALYSIS OF WEAK PAVEMENTS EITHER REINFORCED OR NOT WITH GEOTEXTILES BY USING THE FINITE ELEMENT METHOD. 7. DERIVATION …

    greece Repository record for ΘΕΩΡΗΤΙΚΗ ΚΑΙ ΠΡΑΚΤΙΚΗ ΔΙΕΡΕΥΝΗΣΗ ΤΗΣ ΕΦΑΡΜΟΓΗΣ ΤΩΝ ΓΕΩΦΑΣΜΑΤΩΝ ΣΤΗΝ ΕΝΙΣΧΥΣΗ ΔΡΟΜΩΝ ΧΑΜΗΛΗΣ ΚΥΚΛΟΦΟΡΙΑΣ (opens in a new tab)

  6. Effect of Lateral Stiffness on Bridge Deck Performance

    … steel reinforcement but to an implicit arching membrane stress set-up as an effect of the lateral restraint surrounding the deck slab known as Compressive Membrane Action (CMA). It has been proved through research that most design codes underestimate the strength of laterally restrained slabs. …

    unf Repository record for Effect of Lateral Stiffness on Bridge Deck Performance (opens in a new tab)

  7. Partially prestressed concrete internal square panel

    … line theory and the increase was attributed to membrane action. The experimental values of tendon stress at ultimate load and of punching shear were compared with those obtained by various design methods.

    whiterose Repository record for Partially prestressed concrete internal square panel (opens in a new tab)

  8. Thin-shell Concrete Floors for Sustainable Buildings

    … dominant structural behaviour from bending to membrane action increases efficiency, enabling significant embodied carbon reductions. A system is proposed featuring pre-cast textile reinforced concrete shells of uniform thickness and shallow depth, supported at columns, with a network of …

    cambridge Repository record for Thin-shell Concrete Floors for Sustainable Buildings (opens in a new tab)

  9. Self-duality for SU([infinity]) gauge theories and extended objects

    … (p-branes). An approach to self-duality for membranes is developed using the correspondence between the large N limit of SU(N) gauge theories and the membrane theory. This correspondence is established via the use of the coadjoint orbit method. It is shown that classical gauge field theories …

    vt Repository record for Self-duality for SU([infinity]) gauge theories and extended objects (opens in a new tab)

  10. Blast Resilience of Glazed Façades: Towards a New Understanding of the Post-Fracture Behaviour of Laminated Glass

    … moment capacity, arising from the combined action of the glass fragments in compression and the interlayer in tension, which is considered negligible under low strain-rates. The post-fracture resistance is significantly improved by the introduction of in-plane restraint, due to the membrane …

    cambridge Repository record for Blast Resilience of Glazed Façades: Towards a New Understanding of the Post-Fracture Behaviour of Laminated Glass (opens in a new tab)

  11. Investigation into the toxicity and membrane interactive properties of a range of cationic photosensitisers with potential application to Photoantimicrobial Chemotherapy

    … suggesting an ability to interact with lipid or membranes. Studies on the potential of these PhBPs for lipid / membrane action showed that all of these dyes possessed inherent abilities for haemolytic activity (ranging between 6% and 19%) and bacteriolytic activity when directed against E. co/i …

    cent-lancashire Repository record for Investigation into the toxicity and membrane interactive properties of a range of cationic photosensitisers with potential application to Photoantimicrobial Chemotherapy (opens in a new tab)

  12. Πειραματική διερεύνηση σταδιακής κατάρρευσης κτιρίων οπλισμένου σκυροδέματος λόγω τυχηματικών δράσεων

    Ακραίες δράσεις όπως οι εκρήξεις ή η πρόσκρουση οχημάτων σε κατασκευές μολονότι παρουσιάζουν μικρή πιθανότητα εμφάνισης, εν τούτοις οι συνέπειες για τις κατασκευές μπορεί να είναι τέτοιες που να οδηγήσουν σε κατάρρευση, καθώς η τοπική βλάβη σε ένα μέλος ενδέχεται να εξαπλωθεί διαδοχικά και στα …

    patras-thes Repository record for Πειραματική διερεύνηση σταδιακής κατάρρευσης κτιρίων οπλισμένου σκυροδέματος λόγω τυχηματικών δράσεων (opens in a new tab)