標題: Titlebook: Building for the Future: Durable, Sustainable, Resilient; Proceedings of the f Alper Ilki,Derya ?avunt,Yavuz Selim ?avunt Conference procee [打印本頁] 作者: BRISK 時間: 2025-3-21 18:36
書目名稱Building for the Future: Durable, Sustainable, Resilient影響因子(影響力)
書目名稱Building for the Future: Durable, Sustainable, Resilient影響因子(影響力)學科排名
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書目名稱Building for the Future: Durable, Sustainable, Resilient網(wǎng)絡公開度學科排名
書目名稱Building for the Future: Durable, Sustainable, Resilient被引頻次
書目名稱Building for the Future: Durable, Sustainable, Resilient被引頻次學科排名
書目名稱Building for the Future: Durable, Sustainable, Resilient年度引用
書目名稱Building for the Future: Durable, Sustainable, Resilient年度引用學科排名
書目名稱Building for the Future: Durable, Sustainable, Resilient讀者反饋
書目名稱Building for the Future: Durable, Sustainable, Resilient讀者反饋學科排名
作者: barium-study 時間: 2025-3-21 23:24
Kurvendiskussion (Fortsetzung),bers, widely diffused in Europe and abroad, host most of the industrial activities of the continent, including the many characterised by high fire risk due to production or handling of materials/products having high combustion potential. The typical structural checks under fire action of such struct作者: disparage 時間: 2025-3-22 01:09 作者: Aphorism 時間: 2025-3-22 05:51 作者: 易怒 時間: 2025-3-22 12:11
Kurvendiskussion (Fortsetzung), impact, gas explosions, unexpected failure due to poor design or lack of maintenance) and malicious actions (e.g. terrorist attacks), is currently of great societal and scientific concern. To prevent the spreading of a local-initial damage into progressive collapse, the current design philosophies 作者: 侵略者 時間: 2025-3-22 15:57
Verwandte Funktionen und ihre Graphen,rete structures, the fact is that almost all studies are focused on reduced-scale tests, tests on isolated frame structures, tests on substructures or analytical and numerical analysis. Within this context, large-scale tests avoid size effects and allow all resisting mechanisms that a structure can 作者: 鍍金 時間: 2025-3-22 17:52
Kurvendiskussion (Fortsetzung),ed. The objective of the direct design procedure is to limit the frame interstorey drifts to prevent damage in the existing columns, thanks to the added stiffness and energy dissipation of the bracings. A simplified representation of the braced frame is adopted, a so-called stick model. The stiffnes作者: FUSC 時間: 2025-3-22 23:39
Heidrun Matth?us,Wolf-Gert Matth?ush ASCE 41–17 provisions. The computational models differed in the techniques used to simulate the hysteretic response of beam-column joint, column, and wall elements. OpenSees building models followed lumped plasticity and distributed plasticity (fiber section) approaches. In OpenSees fiber section 作者: Genome 時間: 2025-3-23 04:27 作者: 供過于求 時間: 2025-3-23 05:38
,Funktionen zweier Ver?nderlicher,ty loads resulted in insufficient punching capacity in the edge column regions. As a result, detailed nonlinear finite element analyses were undertaken on an isolated edge column using three-dimensional solid finite elements and high-fidelity constitutive models for cracked concrete. Results indicat作者: 兒童 時間: 2025-3-23 11:32
Elementare Funktionen und ihre Graphen,curately characterize the response of RC structures. Blind prediction contests provide a unique opportunity to truly evaluate the accuracy of analysis methods without having any prior knowledge of test results. Recently, the Concrete Structures research group at Carleton University participated in t作者: 推測 時間: 2025-3-23 13:53
Studienbücher Wirtschaftsmathematiklaced in the upcoming years. To limit the economic and environmental impact related to the replacement of this existing railway infrastructure, a comprehensive evaluation of their capacity is required with the aim of extending its lifespan. Experimental evidence has shown that some of these bridges 作者: 服從 時間: 2025-3-23 18:36 作者: Optimum 時間: 2025-3-23 22:48
Lineare Algebra: Determinanten,udy. The target buildings are a local government office and a Fire Station in Japan, with two acceleration sensors located on the ground and the roof level of the buildings. An additional sensor location is considered in this study. The structural damage condition is evaluated by machine learning (M作者: 吸氣 時間: 2025-3-24 06:12 作者: Neolithic 時間: 2025-3-24 08:49
Lineare Algebra: Determinanten,here 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作者: 背叛者 時間: 2025-3-24 13:50 作者: BACLE 時間: 2025-3-24 15:18 作者: Crater 時間: 2025-3-24 21:26
https://doi.org/10.1007/978-3-031-32511-3Concrete; fib; Structural Performance; structural health monitoring; Seismic vulnerability; Construction 作者: Fulsome 時間: 2025-3-25 00:30
978-3-031-32513-7The Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Switzerl作者: pulmonary 時間: 2025-3-25 05:05 作者: 流浪 時間: 2025-3-25 10:05 作者: 一條卷發(fā) 時間: 2025-3-25 13:13
Lecture Notes in Civil Engineeringhttp://image.papertrans.cn/b/image/191860.jpg作者: boisterous 時間: 2025-3-25 18:38 作者: 打算 時間: 2025-3-25 20:31 作者: anaerobic 時間: 2025-3-26 02:58 作者: 災難 時間: 2025-3-26 05:25
Verwandte Funktionen und ihre Graphen,erical analysis confirmed the inconsistencies and unreliability of existing models mentioned in the authors’ previous papers. The modelling technique presented in the paper, which takes into account the possibility of cracking of longitudinal joints between prefabricated units, provided reliable results consistent with experimental results.作者: Arrhythmia 時間: 2025-3-26 08:36 作者: liposuction 時間: 2025-3-26 14:41 作者: cleaver 時間: 2025-3-26 20:51
Exploring Kani’s Valley of Shear Failure. This paper presents a small subset of this data to let engineers and researchers know that this data is available. Perhaps the most important contribution from the data for the 21st century is the ability it provides to estimate uncertainty and variability in shear strength under various conditions.作者: Affluence 時間: 2025-3-26 21:44
Kurvendiskussion (Fortsetzung),ess and damping of the bracing system. The design methodology has been compared with two literature methods on three retrofitted RC frames. A performance objective index has been used that provides a fair comparison of the three methods in terms of cost and design effectiveness.作者: 懶惰民族 時間: 2025-3-27 05:02
Non-iterative Hysteretic Bracings Design Procedure for Retrofitting of RC Framesess and damping of the bracing system. The design methodology has been compared with two literature methods on three retrofitted RC frames. A performance objective index has been used that provides a fair comparison of the three methods in terms of cost and design effectiveness.作者: Intrepid 時間: 2025-3-27 09:13
2366-2557 ).?.is a not-for-profit association whose mission is to develop at an international level the study of scientific and practical matters capable of advancing the technical, economic, aesthetic, and environmental performance of concrete construction.. .978-3-031-32513-7978-3-031-32511-3Series ISSN 2366-2557 Series E-ISSN 2366-2565 作者: 裝勇敢地做 時間: 2025-3-27 10:12
Lineare Algebra: Determinanten,gnal are used as input features for the ML models, and the prediction importance level of each IM is evaluated in order to establish its usefulness. Finally, the results are compared to the methodology using wavelet power spectrum and convolutional neural network to predict the damage condition of buildings.作者: Omnipotent 時間: 2025-3-27 14:21 作者: 胰島素 時間: 2025-3-27 20:40 作者: 極微小 時間: 2025-3-27 22:19
Precast Concrete Industrial Portal Frames Subjected to Simulated Firebers, widely diffused in Europe and abroad, host most of the industrial activities of the continent, including the many characterised by high fire risk due to production or handling of materials/products having high combustion potential. The typical structural checks under fire action of such struct作者: 形容詞詞尾 時間: 2025-3-28 03:25 作者: Glucocorticoids 時間: 2025-3-28 06:55
Numerical Study on the Shear Capacity of PC Crane Beams in Uncertain Prestressing Tendons Anchorage tio. Moreover, the cable anchorages did not have any corrosion protection. Numerical analyses were conducted in phases, to simulate prestressed member operation (according to the research). Also, to simulate cables’ anchorage failure, bonding transmission of the prestressing force and bonding anchor作者: Encumber 時間: 2025-3-28 13:32
A Framework for Improving Building Robustness Through Segmentation impact, gas explosions, unexpected failure due to poor design or lack of maintenance) and malicious actions (e.g. terrorist attacks), is currently of great societal and scientific concern. To prevent the spreading of a local-initial damage into progressive collapse, the current design philosophies 作者: 熱心 時間: 2025-3-28 17:10
Large-Scale Tests on RC Purpose-Built Buildings for Improving Robustnessrete structures, the fact is that almost all studies are focused on reduced-scale tests, tests on isolated frame structures, tests on substructures or analytical and numerical analysis. Within this context, large-scale tests avoid size effects and allow all resisting mechanisms that a structure can 作者: ALT 時間: 2025-3-28 20:42 作者: 指數(shù) 時間: 2025-3-28 23:28
Assessing Different Modeling Approaches for a Four-Story Reinforced Concrete Buildingh ASCE 41–17 provisions. The computational models differed in the techniques used to simulate the hysteretic response of beam-column joint, column, and wall elements. OpenSees building models followed lumped plasticity and distributed plasticity (fiber section) approaches. In OpenSees fiber section 作者: 邊緣 時間: 2025-3-29 06:00 作者: 咽下 時間: 2025-3-29 10:48 作者: 變形詞 時間: 2025-3-29 14:42 作者: KIN 時間: 2025-3-29 16:54
Numerical and Analytical Evaluation of Load Distribution Patterns on Ballasted Concrete Railway Bridlaced in the upcoming years. To limit the economic and environmental impact related to the replacement of this existing railway infrastructure, a comprehensive evaluation of their capacity is required with the aim of extending its lifespan. Experimental evidence has shown that some of these bridges 作者: strdulate 時間: 2025-3-29 20:53 作者: GOAD 時間: 2025-3-30 02:31
Structural Damage Condition of Buildings with a Sparse Number of Sensors Using Machine Learning: Casudy. The target buildings are a local government office and a Fire Station in Japan, with two acceleration sensors located on the ground and the roof level of the buildings. An additional sensor location is considered in this study. The structural damage condition is evaluated by machine learning (M作者: Foregery 時間: 2025-3-30 07:23
Numerical Analysis of a Prestressed Non-reinforced Ultra-Thin Concrete Shell and non-reusable molds, including the falsework. This paper presents part of the research work conducted in the scope of the PRESHELL project which aims to produce concrete shells at low cost. In particular, a numerical study was conducted to investigate the effects of prestress on a non-reinforced作者: NAVEN 時間: 2025-3-30 09:39
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作者: Arteriography 時間: 2025-3-30 12:41
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作者: Endometrium 時間: 2025-3-30 19:57
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作者: 強制性 時間: 2025-3-30 23:06 作者: 移動 時間: 2025-3-31 02:04
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作者: 炸壞 時間: 2025-3-31 05:22
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作者: 潛移默化 時間: 2025-3-31 11:59 作者: 狂熱語言 時間: 2025-3-31 15:57 作者: 小樣他閑聊 時間: 2025-3-31 18:12 作者: 陳腐的人 時間: 2025-4-1 00:51
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
