Titlebook: Building for the Future: Durable, Sustainable, Resilient; Proceedings of the f Alper Ilki,Derya Çavunt,Yavuz Selim Çavunt Conference procee

NAVEN

Modelling of Reinforced Concrete Columns with GFRP Rebarhere traditional steel reinforcement may be susceptible to corrosion and accelerated damage. GFRPs are a possible solution in such climates, since they are not affected by corrosion and have high tensile strength. The assessment of GFRP-reinforced concrete structural response to lateral loads, howev

Arteriography

Exploring Kani’s Valley of Shear Failure on shear. While the basic results from these tests have been published for some time, recent rediscovery of the original lab documentation means that the full set of Kani’s data that was recorded is now available for others to use in their own numerical calibration and exploration of shear behavior

Endometrium

Seismic Retrofit of a Precast RC School Building with External BRBs in Northern Italyschool buildings, such as the “Ercole I d’Este” in Ferrara. For these structures, quite common features are poor connections between structural elements, along with limited shear strength and flexural ductility of columns. Many of them were designed for gravity loads only, since past regulations did

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Precast Concrete Industrial Portal Frames Subjected to Simulated Fireosed to somehow uniform fire at all sides, a relevant differential thermal gradient occurs in the slender element, bringing it to large outward deformation activating 2. order effects and coming into geometrical conflict with the beam, possibly leading to the collapse of the beam due to loss of supp

炸坏

Metallic Dissipaters Made of Conventional and Advanced Materials for Seismic Protection of Structuree investigated for fabrication of UFPs. This paper presents investigation of UFPs made of mild steel, aluminum, and titanium alloy under quasi-static cyclic loads. The UFPs are experimentally tested and compared with each other. Furthermore, the advantages and disadvantages of each material are disc

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Assessing Different Modeling Approaches for a Four-Story Reinforced Concrete Buildingecified in ASCE 41. Calculated performance metrics were compared with measured responses for strong motion records used in the tests. The output of OpenSees and Perform3D models were compared to show the difference in calculated deformation obtained with different analysis engines and modeling techn