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標(biāo)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: GOLF    時間: 2025-3-21 19:41
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(xué)科排名




書目名稱Building for the Future: Durable, Sustainable, Resilient網(wǎng)絡(luò)公開度




書目名稱Building for the Future: Durable, Sustainable, Resilient網(wǎng)絡(luò)公開度學(xué)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(xué)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(xué)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(xué)科排名





作者: GORGE    時間: 2025-3-21 21:12
,Mathematisches Handwerkszeug: L?sungen,widens in a trumpet-like direction, resulting in a width of 5.5m on one side and 9.8m on the other. The maximum slab thickness at the approach to the abutment is 90cm, while it is 50cm at the apex. The cross-section of the bridge is streamlined to the edges, similar to a profile suitable for flood d
作者: 激怒    時間: 2025-3-22 02:07
Heidrun Matth?us,Wolf-Gert Matth?us the first bridge spanning over 2 km as a twin box steel girder with a 9 m gap. The arrangement of the deck is finalized with the analysis and wind tunnel tests done for satisfying the critical wind speeds and improving traffic comfort with wind barriers. The material of the towers is selected as st
作者: 勛章    時間: 2025-3-22 07:52

作者: 商業(yè)上    時間: 2025-3-22 09:15

作者: Foreshadow    時間: 2025-3-22 15:50

作者: 極大的痛苦    時間: 2025-3-22 17:55
https://doi.org/10.1007/978-3-8348-9274-4 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
作者: DAUNT    時間: 2025-3-22 22:44
https://doi.org/10.1007/978-3-8348-9274-4e 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
作者: 放牧    時間: 2025-3-23 03:19
https://doi.org/10.1007/978-3-8348-9274-4ed shear reinforcement, while the rest had their stirrups positioned at larger spacing. Both series of columns were retrofitted with two and four layers of TRM overlays, made of uncoated carbon textile and AAM- or OPC-based mortar, and subjected to cyclic loading combined with a constant vertical lo
作者: 寬度    時間: 2025-3-23 07:50
,Erschlie?en und Gründen eines Bauwerkes,checked 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.
作者: FLINT    時間: 2025-3-23 10:40

作者: 細(xì)胞    時間: 2025-3-23 14:08
https://doi.org/10.1007/978-3-322-84900-7ack. Subsequently, the value of the so-called decompression load enabled the calculation of residual prestressing force in precast beams. To avoid the contribution of shear stresses, the four-point bending scheme was chosen. Finally, the obtained results were compared to values provided by the force
作者: 未完成    時間: 2025-3-23 18:12

作者: 收到    時間: 2025-3-24 00:03
Matrizen, Vektoren, Determinanten,m. The Double Beam Coupling Beam (DBCB) is an innovative design for a coupling beam to reduce congestion in the rebar cage, as compared to diagonally reinforced coupling beams (DCBs). This research expands on previous research on DBCBs and modifies the design to use metallic dissipaters in the form
作者: 挫敗    時間: 2025-3-24 05:54

作者: 空氣    時間: 2025-3-24 07:25

作者: 多產(chǎn)魚    時間: 2025-3-24 11:31
The Beauty of Simplicity and Recyclabilitywidens in a trumpet-like direction, resulting in a width of 5.5m on one side and 9.8m on the other. The maximum slab thickness at the approach to the abutment is 90cm, while it is 50cm at the apex. The cross-section of the bridge is streamlined to the edges, similar to a profile suitable for flood d
作者: 拍下盜公款    時間: 2025-3-24 17:47

作者: 寡頭政治    時間: 2025-3-24 20:10

作者: 戰(zhàn)役    時間: 2025-3-25 01:24

作者: Deadpan    時間: 2025-3-25 03:19

作者: 笨拙處理    時間: 2025-3-25 10:17
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
作者: Palate    時間: 2025-3-25 13:25
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
作者: Monotonous    時間: 2025-3-25 16:48

作者: 填滿    時間: 2025-3-25 23:40
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.
作者: PHONE    時間: 2025-3-26 00:42
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
作者: 改變立場    時間: 2025-3-26 04:22

作者: 猜忌    時間: 2025-3-26 11:12

作者: Migratory    時間: 2025-3-26 13:05

作者: 小樣他閑聊    時間: 2025-3-26 19:44
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
作者: CHOIR    時間: 2025-3-27 00:12

作者: Neuralgia    時間: 2025-3-27 01:22
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.. .978-3-031-32521-2978-3-031-32519-9Series ISSN 2366-2557 Series E-ISSN 2366-2565
作者: 障礙    時間: 2025-3-27 07:56

作者: 彈藥    時間: 2025-3-27 10:43

作者: 強(qiáng)有力    時間: 2025-3-27 17:22
,Erschlie?en und Gründen eines Bauwerkes,e whether there is sufficient information to justify the use of reinforcement with specified yield strengths of 600?MPa or more for special moment frames and to identify performance and design issues associated with the use of reinforcement with higher yield strengths.
作者: 我要威脅    時間: 2025-3-27 19:19

作者: Graduated    時間: 2025-3-28 00:51
Conference proceedings 2023 and outstanding structures.?.fib?.(.The International Federation for Structural Concrete.).?.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.. .
作者: 類人猿    時間: 2025-3-28 05:59
Alper Ilki,Derya ?avunt,Yavuz Selim ?avuntFeatures the state of the art in concrete, construction methods, and structural performance and design.Explores new horizons and research frontiers of durability, sustainability and resiliency in civi
作者: Callus    時間: 2025-3-28 09:28

作者: 讓步    時間: 2025-3-28 12:19
https://doi.org/10.1007/978-3-031-32519-9Concrete; fib; Structural Performance; structural health monitoring; Seismic vulnerability; Construction
作者: 遺忘    時間: 2025-3-28 15:14

作者: Outwit    時間: 2025-3-28 19:15
Studienbücher Wirtschaftsmathematikures. Material specifications and design aspects are now regulated through provisions governing certification testing, quality control/assessment, and FRP design. The Canadian Standards Association (CSA) updated two provisions related to FRP materials and design. The 2019 edition of CSA S807 include
作者: MAOIS    時間: 2025-3-29 01:51

作者: Fecundity    時間: 2025-3-29 06:33

作者: 縮影    時間: 2025-3-29 08:45
Studienbücher Wirtschaftsmathematikgn of new bridges and tunnels still continue around dense urban settlements and cities. Construction activities should be in compliance with the required standards and specifications as part of sustainable infrastructure development..Major infrastructure construction projects had to overcome difficu
作者: 杠桿    時間: 2025-3-29 14:06

作者: SLAG    時間: 2025-3-29 16:09
,Erschlie?en und Gründen eines Bauwerkes, downcycling and low-tech applications, while the remaining is being landfilled. A recent report showed that construction and demolition waste (CDW) is the biggest waste stream in the EU by weight, accounting for over 800 million tons in 2018, i.e. around 32% of the total waste generated. This appro
作者: GENUS    時間: 2025-3-29 22:56
https://doi.org/10.1007/978-3-8348-9274-4ion, the code integrates sustainability as a fundamental and holistic requirement based on societal needs, environmental impacts & benefits and life-cycle costs & benefits and fully integrates provisions for the design of new structures with those for life-cycle management of existing structures, in
作者: 修飾語    時間: 2025-3-30 03:01
https://doi.org/10.1007/978-3-8348-9274-4enging task. It is nowadays crucial to develop performance-based solution to increase the capacity of existing structures, commonly affected by significant deterioration and designed without modern seismic design provisions. The use of composite materials and innovative solutions has experienced a c
作者: Infect    時間: 2025-3-30 05:34

作者: Definitive    時間: 2025-3-30 08:28
https://doi.org/10.1007/978-3-8348-9274-4the oral presentation of this work, with emphasis on recent findings by the authors, including the development of integrated TRM-thermal insulation systems for the combined seismic and energy retrofitting of existing structures. The possibility of replacing the standard ordinary Portland cement (OPC
作者: 食品室    時間: 2025-3-30 16:03

作者: 煩擾    時間: 2025-3-30 17:17
https://doi.org/10.1007/978-3-8348-9274-4limited experimental data and knowledge available in the late 1990s (FEMA 273/274-1997), with only minor revisions since. As a result, the wall provisions tend to be, in many cases, inaccurate and conservative, and thus can produce uneconomical retrofit schemes. This study utilizes available experim
作者: 祖?zhèn)髫?cái)產(chǎn)    時間: 2025-3-30 21:15
https://doi.org/10.1007/978-3-322-84900-7cial factor is a very important but also difficult task. Nowadays, engineers and researchers intend to verify a lot of various techniques which provide the value of residual prestressing force. This paper is focused on the application of the Crack reopening method performed on precast prestressed co
作者: 擴(kuò)音器    時間: 2025-3-31 03:41
https://doi.org/10.1007/978-3-322-84900-7onsiderations. Utilization of large-capacity industrial and energy waste, and reduction of pure-clinker binders’ consumption are one of the basic principles of sustainable development in construction. In addition, the technology of high performance, self-compacting concrete requires the mandatory us
作者: 紅潤    時間: 2025-3-31 08:43
Matrizen, Vektoren, Determinanten,ty in mid to high rise buildings. In a high-rise building design, reinforced concrete structural walls are used for the general skeleton of the building and are used to resist lateral loading. In order to obtain the desired architectural aesthetic and functionality of a building, openings for window




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