標(biāo)題: Titlebook: Reinforced Concrete Design to Eurocode 2; Giandomenico Toniolo,Marco di Prisco Textbook 2017 Springer International Publishing AG 2017 R/C [打印本頁(yè)] 作者: Heel-Spur 時(shí)間: 2025-3-21 18:48
書(shū)目名稱(chēng)Reinforced Concrete Design to Eurocode 2影響因子(影響力)
書(shū)目名稱(chēng)Reinforced Concrete Design to Eurocode 2影響因子(影響力)學(xué)科排名
書(shū)目名稱(chēng)Reinforced Concrete Design to Eurocode 2網(wǎng)絡(luò)公開(kāi)度
書(shū)目名稱(chēng)Reinforced Concrete Design to Eurocode 2網(wǎng)絡(luò)公開(kāi)度學(xué)科排名
書(shū)目名稱(chēng)Reinforced Concrete Design to Eurocode 2被引頻次
書(shū)目名稱(chēng)Reinforced Concrete Design to Eurocode 2被引頻次學(xué)科排名
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書(shū)目名稱(chēng)Reinforced Concrete Design to Eurocode 2年度引用學(xué)科排名
書(shū)目名稱(chēng)Reinforced Concrete Design to Eurocode 2讀者反饋
書(shū)目名稱(chēng)Reinforced Concrete Design to Eurocode 2讀者反饋學(xué)科排名
作者: SKIFF 時(shí)間: 2025-3-21 20:49 作者: Gingivitis 時(shí)間: 2025-3-22 01:29
Springer Tracts in Civil Engineeringhttp://image.papertrans.cn/r/image/825921.jpg作者: innate 時(shí)間: 2025-3-22 05:38
https://doi.org/10.1007/978-3-319-52033-9R/C Structures; Eurocode 2; Ultimate Limit States; Serviceability Limit State; Structural Mechanics; Stru作者: 無(wú)脊椎 時(shí)間: 2025-3-22 10:35 作者: 你正派 時(shí)間: 2025-3-22 14:53 作者: CIS 時(shí)間: 2025-3-22 21:06
Centred Axial Force,oceeding with the tension members, for which in particular the criteria for cracking calculation are given. In the final section the structure of a multi-storey building is described, assumed as applicative example for the design calculations. The analysis of loads is developed and the complete design of a column is shown.作者: 指派 時(shí)間: 2025-3-22 22:37
Bending Moment,ation are here extended to beams in flexure, for which the analysis of deformation is shown including creep effects. In the final section after the specific analysis of loads, the design of floors is shown with the pertinent serviceability and resistance verifications.作者: 在前面 時(shí)間: 2025-3-23 01:33 作者: 文藝 時(shí)間: 2025-3-23 06:05
Eccentric Axial Force,erifications. Specific design models are shown for columns and the criteria for nonlinear analysis of frames are presented. In the final section a complete design of an edge column is developed, starting from the stress analysis and following with the pertinent verifications of the critical sections.作者: Insensate 時(shí)間: 2025-3-23 09:55 作者: 聲明 時(shí)間: 2025-3-23 15:02
Centred Axial Force,oceeding with the tension members, for which in particular the criteria for cracking calculation are given. In the final section the structure of a multi-storey building is described, assumed as applicative example for the design calculations. The analysis of loads is developed and the complete desi作者: 設(shè)施 時(shí)間: 2025-3-23 21:00
Bending Moment,ation are here extended to beams in flexure, for which the analysis of deformation is shown including creep effects. In the final section after the specific analysis of loads, the design of floors is shown with the pertinent serviceability and resistance verifications.作者: 裂隙 時(shí)間: 2025-3-23 23:43
Shear,the related models are deduced, that is the tooth model for beams without shear reinforcement and the truss model for beams with shear reinforcement, with their more recent improvements. In the final section, after the completion of the floor design with the pertinent shear verifications, a complete作者: Coma704 時(shí)間: 2025-3-24 06:16
Beams in Bending,trut and ties balanced schemes are then applied to the resistance calculations of bearings, corbels, deep beams and slabs in punching shear. The criteria of nonlinear and collapse analysis are also presented. In the final section, the same beam examined in Chap.?. is designed again with the differen作者: 稱(chēng)贊 時(shí)間: 2025-3-24 07:04
Eccentric Axial Force,erifications. Specific design models are shown for columns and the criteria for nonlinear analysis of frames are presented. In the final section a complete design of an edge column is developed, starting from the stress analysis and following with the pertinent verifications of the critical sections作者: beta-carotene 時(shí)間: 2025-3-24 13:45 作者: 委屈 時(shí)間: 2025-3-24 18:29
Torsion,s deduced from the basic structural mechanics, the peripheral truss model is described, with its more recent improvements, for the torsional resistance calculations of RC beams. The interaction of torsion with the other internal force components of bending moment, shear and axial action is treated f作者: ANNUL 時(shí)間: 2025-3-24 20:13 作者: Deduct 時(shí)間: 2025-3-25 01:26
Prestressed Beams,echnologies, one based on the pretensioning and the other on the postensioning of the steel tendons, including the effects of prestressing losses. A discourse on the tendon profile in the beams is developed to orientate the deign choices. The resistance calculations of the current prestressed sectio作者: collagen 時(shí)間: 2025-3-25 05:37
Torsion,or the actual design applications. In the final section, with reference to the overall stability of the building examined in the previous chapters, the calculation of the corewall system is developed under the pertinent horizontal actions.作者: VICT 時(shí)間: 2025-3-25 08:09 作者: 一瞥 時(shí)間: 2025-3-25 15:39 作者: entrance 時(shí)間: 2025-3-25 17:31 作者: 可憎 時(shí)間: 2025-3-25 22:28 作者: guardianship 時(shí)間: 2025-3-26 00:32
Textbook 2017uctures and foundations when subjected to centred and eccentric axial force, bending moment, shear, torsion and prestressing. It presents a complete set of limit-state design criteria of the modern theory?of RC incorporating principles and rules of the final version of the official Eurocode 2.?.This作者: ligature 時(shí)間: 2025-3-26 07:58 作者: spinal-stenosis 時(shí)間: 2025-3-26 10:38 作者: 鉗子 時(shí)間: 2025-3-26 12:47 作者: Wallow 時(shí)間: 2025-3-26 18:49 作者: 倔強(qiáng)不能 時(shí)間: 2025-3-26 21:40 作者: 形容詞 時(shí)間: 2025-3-27 03:21
Giandomenico Toniolo,Marco di Prisco use of frequently encountered equipment such as electronic devices, detectors, vacuum systems, etc. Material constants and other data frequently needed for esti- mates and problem solving are provided. This new edition is dedicated to the memory of my father, Kurt Fischbeck, who was instrumental th作者: Type-1-Diabetes 時(shí)間: 2025-3-27 05:38 作者: neutral-posture 時(shí)間: 2025-3-27 12:38
Giandomenico Toniolo,Marco di Prisco use of frequently encountered equipment such as electronic devices, detectors, vacuum systems, etc. Material constants and other data frequently needed for esti- mates and problem solving are provided. This new edition is dedicated to the memory of my father, Kurt Fischbeck, who was instrumental th作者: 大方一點(diǎn) 時(shí)間: 2025-3-27 17:00
Giandomenico Toniolo,Marco di Prisconce in the use of frequently encountered equipment such as electronic devices, detectors, vacuum systems, etc. Material constants and other data frequently needed for esti- mates and problem solving are provided. This new edition is dedicated to the memory of my father, Kurt Fischbeck, who was instrumental th978-3-540-17610-7978-3-642-72555-5作者: Anthropoid 時(shí)間: 2025-3-27 19:19 作者: 灰心喪氣 時(shí)間: 2025-3-28 01:35 作者: faddish 時(shí)間: 2025-3-28 03:21
mulas are given to be of assistance in the use of frequently encountered equipment such as vacuum systems and electronic devices. Material constants and other data are listed for information and as an aid for estimates or problem solving. The assistance of the Springer-Verlag during the various stag作者: 千篇一律 時(shí)間: 2025-3-28 10:09
Giandomenico Toniolo,Marco di Priscond numerical methods to be applied in acoustics, going beyond the scope of single examples. The description of a method unavoidably needs more textual explanations than the representation of just the resulting formulas. Section O.1 describes a procedure for optimisation of the parameters of a sound 作者: Inelasticity 時(shí)間: 2025-3-28 11:07 作者: Gesture 時(shí)間: 2025-3-28 15:06
Giandomenico Toniolo,Marco di Priscoes. Prom~ted by comments of many readers a section on error analysis has been added. host impor- tantly, the new edition now has a subject index in addition to the detailed Table of Contents. The basic format has not been changed and the aim of the book remains to be a handy source of formulas, conv作者: OWL 時(shí)間: 2025-3-28 21:30 作者: mitral-valve 時(shí)間: 2025-3-28 23:30
Giandomenico Toniolo,Marco di Priscoes. Prom~ted by comments of many readers a section on error analysis has been added. host impor- tantly, the new edition now has a subject index in addition to the detailed Table of Contents. The basic format has not been changed and the aim of the book remains to be a handy source of formulas, conv作者: Cupidity 時(shí)間: 2025-3-29 04:32 作者: gonioscopy 時(shí)間: 2025-3-29 09:36
Giandomenico Toniolo,Marco di Prisco formulas, conversion factors and constants for everyday use. The formulas and tables are amended by examples in all of those cases where their use is not self- explanatory. The material has been selected to be helpful whenever it is inconvenient or not possible to consult tables available at the li作者: MANIA 時(shí)間: 2025-3-29 12:14 作者: anaerobic 時(shí)間: 2025-3-29 15:48 作者: Asparagus 時(shí)間: 2025-3-29 21:45 作者: 詼諧 時(shí)間: 2025-3-30 01:56 作者: AVID 時(shí)間: 2025-3-30 05:03
,Politik-Lernans?tze im Vergleich,r Politik gegeben werden. Andererseits sollen einige wesentliche Kritikpunkte an den Lernans?tzen diskutiert werden. Dementsprechend werden nach einem kurzen überblick über verschiedene Lernans?tze einige der Arbeiten nach den Rollen der Lernsubjekte, also der AkteurInnen des Lernens und deren Ratio作者: 向宇宙 時(shí)間: 2025-3-30 11:56
na, Japan, and Korea).Includes within its scope current trad.This book provides an overview of evolving patterns of trade partnership with historical perspective. It presents changing requirements of industry competitiveness and explains the vital relationships between trade partnerships and industr
