標題: Titlebook: Analysis and Design of Bridges; ?etin Yilmaz (Associate Professor),S. Tanvir Wasti Book 1984 Martinus Nijhoff Publishers, The Hague 1984 c [打印本頁] 作者: Lactase 時間: 2025-3-21 20:09
書目名稱Analysis and Design of Bridges影響因子(影響力)
書目名稱Analysis and Design of Bridges影響因子(影響力)學(xué)科排名
書目名稱Analysis and Design of Bridges網(wǎng)絡(luò)公開度
書目名稱Analysis and Design of Bridges網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Analysis and Design of Bridges被引頻次
書目名稱Analysis and Design of Bridges被引頻次學(xué)科排名
書目名稱Analysis and Design of Bridges年度引用
書目名稱Analysis and Design of Bridges年度引用學(xué)科排名
書目名稱Analysis and Design of Bridges讀者反饋
書目名稱Analysis and Design of Bridges讀者反饋學(xué)科排名
作者: 狂怒 時間: 2025-3-22 00:16
Martin Rhodes,Paul Heywood,Vincent Wright however that of the skew bridge was different and highly dependent on the transverse position of the applied point load. All three bridge models exhibited excellent behavior with high overload capacities before ultimate failure.作者: Infantry 時間: 2025-3-22 02:10
Developments in West European Politicsrdance with the specifications, will be considered as compliance with the Specifications.” The flexibility provided by these statements should be considered by bridge engineers in the review of generally accepted research findings and their implementation in the design of bridges.作者: Opponent 時間: 2025-3-22 06:07
?etin Yilmaz (Associate Professor),S. Tanvir Wasti作者: insurrection 時間: 2025-3-22 12:22 作者: 綁架 時間: 2025-3-22 14:43
Berkeley Computer Programs for the Analysis of Concrete Box Girder Bridgesnalysis programs utilize analytical models which include the concrete, reinforcing steel and prestressing steel and can predict the structural response of bridges, under initial and time dependent load histories, through their elastic, cracking, inelastic and ultimate ranges..Five representative num作者: obnoxious 時間: 2025-3-22 20:14
Comparative Structural Behavior of Straight, Curved and Skew Reinforced Concrete Box Girder Bridge M however that of the skew bridge was different and highly dependent on the transverse position of the applied point load. All three bridge models exhibited excellent behavior with high overload capacities before ultimate failure.作者: 昆蟲 時間: 2025-3-22 22:02
Lateral Live Load Distribution in Prestressed Concrete Highway Bridgesrdance with the specifications, will be considered as compliance with the Specifications.” The flexibility provided by these statements should be considered by bridge engineers in the review of generally accepted research findings and their implementation in the design of bridges.作者: Patrimony 時間: 2025-3-23 05:02 作者: Vertebra 時間: 2025-3-23 05:50
NATO Science Series E:http://image.papertrans.cn/a/image/156183.jpg作者: 袖章 時間: 2025-3-23 09:47
Analysis and Design of Bridges978-94-009-6122-7Series ISSN 0168-132X 作者: 不利 時間: 2025-3-23 16:52 作者: Ambulatory 時間: 2025-3-23 18:40
Electron Beam Curing of Compositesverns the response of an acoustic fluid, the effect of the surrounding fluid on the response of a spring-mass system is studied. A submerged rigid cylinder, which may be considered as the model of a bridge pier, is subjected to a sinusoidal excitation. The hydrodynamic force acting on the cylinder is calculated analytically.作者: PUT 時間: 2025-3-23 22:31
Performance Analysis of a SMC Panel Mouldingthe same shell in vacuo is also investigated. The effect of the fluid-shell interaction on the displacements, stresses and the base moment of the shell is discussed. It was noted that the presence of the fluid may increase the base moment by quite a significant percentage.作者: 報復(fù) 時間: 2025-3-24 04:02 作者: 自制 時間: 2025-3-24 09:13
https://doi.org/10.1007/978-3-030-26492-5f several decades as a researcher and bridge designer. From the viewpoint of general interest as well as applicability, the following topic has been chosen for the first part of the presentation: the importance of partial prestressing..For the second session of lectures, as per the request of the or作者: 整體 時間: 2025-3-24 13:35 作者: Resistance 時間: 2025-3-24 15:00
Gregory L. Hamilton,Melody Muldrowdies were necessitated by increased demands for curved highway alignment and aesthetic considerations. It is therefore the purpose of this paper to present the results of some of these studies and the resulting design specifications.作者: heterodox 時間: 2025-3-24 21:32
Lukas Fleischer,Jeffrey Shallitstic and in the non-linear post-buckling range is considered. Each method assumes an idealized structural behaviour to provide a simplified solution that may be carried out on a microcomputer. The methods have been developed specifically for use during the preliminary stages of design when repeated 作者: 束以馬具 時間: 2025-3-24 23:58 作者: 匍匐 時間: 2025-3-25 07:11
Martin Rhodes,Paul Heywood,Vincent Wrightee large scale (1:2.8), two span, four cell, reinforced concrete box girder bridge models tested under dead load, working loads, and overloads, including loading to failure. All three models had the same cross-sectional and longitudinal span dimensions, but in plan one was straight, one was curved a作者: 沒血色 時間: 2025-3-25 09:56 作者: 昏迷狀態(tài) 時間: 2025-3-25 11:49 作者: Biomarker 時間: 2025-3-25 16:37
Electron Beam Curing of Compositesverns the response of an acoustic fluid, the effect of the surrounding fluid on the response of a spring-mass system is studied. A submerged rigid cylinder, which may be considered as the model of a bridge pier, is subjected to a sinusoidal excitation. The hydrodynamic force acting on the cylinder i作者: 歡樂中國 時間: 2025-3-25 21:16 作者: auxiliary 時間: 2025-3-26 01:08 作者: dermatomyositis 時間: 2025-3-26 05:14
Steel Curved I and Box Girder Design and Analysisdies were necessitated by increased demands for curved highway alignment and aesthetic considerations. It is therefore the purpose of this paper to present the results of some of these studies and the resulting design specifications.作者: Musculoskeletal 時間: 2025-3-26 11:42 作者: BARK 時間: 2025-3-26 15:38 作者: Largess 時間: 2025-3-26 18:03
https://doi.org/10.1007/978-94-009-6122-7computer; concrete; distribution; earthquake; fluid; girder; modeling; modelling; platform; reinforced concre作者: exercise 時間: 2025-3-26 22:53
978-94-009-6124-1Martinus Nijhoff Publishers, The Hague 1984作者: Adrenaline 時間: 2025-3-27 04:29
D. Beziers,B. Capdepuy,E. ChataignierBridges have been built since ancient times. As crossing and linking needs increased and developed,bridges have multiplied and improved.作者: micronutrients 時間: 2025-3-27 08:16
P. Konig,H. Stenzenberger,M. Herzog,W. RomerWith the advent of the 1964 Alaskan Earthquake, the 1971 San Fernando Earthquake and more recently the 1978 Santa Barbara Earthquake (1), bridge structures in the USA have undergone considerable destructive forces.作者: 來這真柔軟 時間: 2025-3-27 12:11
Vibrations and Dynamic Behaviour of Actual BridgesBridges have been built since ancient times. As crossing and linking needs increased and developed,bridges have multiplied and improved.作者: CAJ 時間: 2025-3-27 16:25 作者: 譏諷 時間: 2025-3-27 21:19 作者: choleretic 時間: 2025-3-28 01:28
Certain Aspects of Bridge Designf several decades as a researcher and bridge designer. From the viewpoint of general interest as well as applicability, the following topic has been chosen for the first part of the presentation: the importance of partial prestressing..For the second session of lectures, as per the request of the or作者: VEST 時間: 2025-3-28 03:17 作者: effrontery 時間: 2025-3-28 06:32 作者: placebo-effect 時間: 2025-3-28 14:13
Simplified Methods for the Analysis and Design of Bridges of Cellular Cross-Sectionstic and in the non-linear post-buckling range is considered. Each method assumes an idealized structural behaviour to provide a simplified solution that may be carried out on a microcomputer. The methods have been developed specifically for use during the preliminary stages of design when repeated 作者: 獨特性 時間: 2025-3-28 16:30 作者: Audiometry 時間: 2025-3-28 21:43 作者: 佛刊 時間: 2025-3-29 02:11 作者: 條約 時間: 2025-3-29 03:44 作者: Thyroid-Gland 時間: 2025-3-29 09:02
Fluid-Structure Interaction in Analysis of Bridge Piers. Part I : Theoretical Preliminariesverns the response of an acoustic fluid, the effect of the surrounding fluid on the response of a spring-mass system is studied. A submerged rigid cylinder, which may be considered as the model of a bridge pier, is subjected to a sinusoidal excitation. The hydrodynamic force acting on the cylinder i作者: COKE 時間: 2025-3-29 12:32 作者: genesis 時間: 2025-3-29 16:56 作者: thwart 時間: 2025-3-29 20:34 作者: bleach 時間: 2025-3-30 01:08 作者: Genetics 時間: 2025-3-30 07:56 作者: 修飾語 時間: 2025-3-30 11:31
Certain Aspects of Bridge Designhosen for the first part of the presentation: the importance of partial prestressing..For the second session of lectures, as per the request of the organizers, it is my intention to treat the design and construction of cable-stayed bridges.作者: 能夠支付 時間: 2025-3-30 12:24 作者: Adjourn 時間: 2025-3-30 16:37
