Self-centering walls
Webjoints of the wall; compared to bonded post-tensioning steel, unbonded steel yields at a larger overall member de-formation.3 The result is a wall that can undergo large non-linear lateral displacements without yielding the post-ten-sioning steel and without a significant loss in self-centering capability. WebMar 3, 2024 · Tests on prestressed self-centering shear walls with horizontal bottom slits under cyclic loading were conducted to investigate their seismic performance. Test …
Self-centering walls
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WebApr 2, 2024 · The retrofit method combines weakening of shear walls with a base cut and self-centering of the walls with the addition of external unbonded post-tensioned strands. The retrofitted walls are expected to have controlled rocking behavior as opposed to the original walls that undergo shear and flexure and are expected to have minimized damage … WebFeb 13, 2024 · The application of unbonded post-tensioning (PT) in structural walls has led to the development of advanced self-centring (rocking) shear wall systems that has …
WebJun 15, 2024 · The self-centering capability of the self-centering wall depends mainly on the characteristics of the DSD; the DSD performance validation test was first conducted under low cyclic reversed loadings. The test setup of the DSD is shown in Fig. 5; the experiment was conducted using a 1000 kN hydraulic actuator on the reaction frame test … WebApr 17, 2024 · Self-centering walls (SWs) with unbonded post-tensioning (PT) tendons remain operational following seismic events with the reduced amount of damage, residual drift, costs of repair as well as downtime, due to their rocking response during earthquake excitations (Kurama et al. 2024 ).
WebThe self-centering property of unbonded post-tensioned walls is generally attributed to the presence of the post-tensioning force. However, the experimental results presented in this … WebConventional cross-laminated timber (CLT) construction can deliver collapse prevention performance but with the potential for significant damage during large earthquakes. A seismically resilient structural system for tall wood buildings can be achieved using self-centering (SC) rocking post-tensioned CLT structural walls (SC-CLT walls).
WebJun 6, 2024 · AbstractThis paper presents the full-scale shake-table test and numerical simulation study results of a 2-story beam-through steel frame (BTSF) equipped with self-centering modular panels (SCMPs) subjected to near-fault ground motion records. A …
WebMar 20, 2024 · As such, self-centering (SC) seismic resisting systems have attracted considerable research interests within the earthquake engineering community [ 3 – 9 ]. As a typical SC structure, the SC wall is mainly composed of three components: the wall, the posttensioned (PT) tendon, and the dampers. pohjola sairaalaWebJan 30, 2024 · In this work, a new self-centering shear wall with disc spring devices (SCSW-DSD) was developed and experimentally verified. The proposed SCSW-DSD was a combination of a reinforced concrete (RC ... pohjola sairaala kuopioWebSep 29, 2024 · First-generation prototypes made from six CLT panels of 5-ply, 175 mm, thickness—each measuring 2.44 m by 3.66 m in respective width and height—demonstrated that elliptical geometry controls lateral stiffness, … pohjola sairaala ouluWebJan 30, 2024 · In this work, a new self-centering shear wall with disc spring devices (SCSW-DSD) was developed and experimentally verified. The proposed SCSW-DSD was a … pohjola vahinkoilmoitus autoWebSelf-centering ability 1. Introduction Concrete shear walls are widely used in high seismic regions as a reliable and economical way to resist seismic actions, and their performance … pohjola terveysvakuutus omavastuuWebExperimental testing of the dynamic response and wall-to-floor connections in self-centering walls. Proceedings of the NZ Concrete Industry Conference 2013. Queenstown, New Zealand. Twigden, K. M., Watkins, J., Henry, R. S., & Sritharan, S. (2013). Dynamic test evaluation of numerical models for unbonded post-tensioned concrete walls. pohjola vahinkoilmoitus yritysWebDec 7, 2024 · The recorded history of self-centering structures goes as far back as the Bronze Age (3000–1000 BC), when ancient builders were designing structures mainly supported by free-standing columns in the ancient Egyptian and Minoan civilizations ( … pohjola vakuutus kirjaudu sisään