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

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樓主: GOLF
21#
發(fā)表于 2025-3-25 03:19:47 | 只看該作者
22#
發(fā)表于 2025-3-25 10:17:41 | 只看該作者
MC2020 - A Sustainability-Driven Performance-Based Approach to Design, Execution and Life-Cycle Man existing structures, on the application of the levels-of-approximation approach to structural verifications and on taking advantage of the information that can be obtained from (in-situ) testing and monitoring of existing structures, including data-informed estimation and prediction of reliability
23#
發(fā)表于 2025-3-25 13:25:24 | 只看該作者
Towards Earthquake Risk Reduction Solutions: Applications of Composite Materials and Future Challenge advantage of negligible modification in mass and lateral stiffness with the capability to meet requirements of fast, low impact and cost-effective interventions..The paper presents different solutions based on the use of composite materials to prevent the most common brittle and premature failure
24#
發(fā)表于 2025-3-25 16:48:34 | 只看該作者
25#
發(fā)表于 2025-3-25 23:40:45 | 只看該作者
Transfer of Forces Within Repaired/Strengthened RC Elementschecked against numerous experimental results and compared with Code equations. The NTUA equation proves to predict more accurately than Code equations the interface capacity for a variety of anchors, embedment lengths, roughness levels, etc.
26#
發(fā)表于 2025-3-26 00:42:48 | 只看該作者
Structural Walls: New Modeling Parameters for Seismic Retrofitd wall dominant behavior (failure mode), cracked and uncracked flexural and shear stiffness values, and updated backbone modeling parameters and acceptance criteria. The updates, which either have been approved or are currently being balloted for adoption in ACI 369 (and for eventual inclusion into
27#
發(fā)表于 2025-3-26 04:22:55 | 只看該作者
28#
發(fā)表于 2025-3-26 11:12:50 | 只看該作者
29#
發(fā)表于 2025-3-26 13:05:27 | 只看該作者
30#
發(fā)表于 2025-3-26 19:44:09 | 只看該作者
Evaluation of Combustion Effect on Biomass Bottom Ash from a Fluidised Bed Power Plant – Sand Substiwith cracks, which influences the physicochemical properties of the BBA. Biomass bottom ash was incorporated into mortar as sand volume substitution from 0 to 100 %. The objective is to establish the reusable proportion of BBA as a sand into mortar design. BBA substitution leads to decrease the mort
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