標(biāo)題: Titlebook: Developments in International Bridge Engineering; Selected Papers from Alp Caner,Polat Gülkan,Khaled Mahmoud Book 2016 Springer Internation [打印本頁] 作者: 指責(zé) 時間: 2025-3-21 18:28
書目名稱Developments in International Bridge Engineering影響因子(影響力)
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書目名稱Developments in International Bridge Engineering網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Developments in International Bridge Engineering被引頻次
書目名稱Developments in International Bridge Engineering被引頻次學(xué)科排名
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書目名稱Developments in International Bridge Engineering年度引用學(xué)科排名
書目名稱Developments in International Bridge Engineering讀者反饋
書目名稱Developments in International Bridge Engineering讀者反饋學(xué)科排名
作者: 媒介 時間: 2025-3-21 22:34 作者: GLOSS 時間: 2025-3-22 04:18 作者: Reverie 時間: 2025-3-22 08:05
Menu Design in Cell Phones: Use of 3D Menus overall behavior in the transverse composite system, however, was obtained with tube-to-tube elements, with transverse curvature exhibited. Interestingly, the addition of tube-to-tube elements did not affect the overall global performance exhibited through FEA, resulting in identical load-deflectio作者: GROVE 時間: 2025-3-22 12:06
https://doi.org/10.1007/978-3-642-02580-8ilways bridges (TSC-R/2008) and Caltrans (CALTRANS-2001) seismic design of steel bridge. Accordingly, the earthquake performance of the bridge is presented for each non-linear analysis method?considering these codes.作者: somnambulism 時間: 2025-3-22 16:49
Maria Rafalak,Piotr Bilski,Adam Wierzbickipecification, the U.S. is divided into 4 zones per the country’s solar radiation zones and gives some gradient values to be applied through the depth of the girder. The aim of this study is to construct a simple similar solar radiation map for Turkey to be used in design of segmental bridges. Temper作者: somnambulism 時間: 2025-3-22 17:03 作者: GRACE 時間: 2025-3-23 00:59
Lecture Notes in Computer Science waves has greater effect on internal forces of the piers and piles in deep valley than in uniform field shapes. If the bridge is located in a valley, the effect of oblique incidence waves on the bridge should be considered.作者: SPURN 時間: 2025-3-23 01:48
https://doi.org/10.1007/978-3-540-73111-5 bridge components in the range of the training data set. Meanwhile ANN yields 67.35, 90.54 and 81.77?% for PCBB, RCBB and SSB, respectively. The results indicate that the condition rating of surfacing, deck slab, beam/girder and abutments highly contribute to the condition rating of RCBB and SSB, h作者: 防水 時間: 2025-3-23 05:59 作者: DEMN 時間: 2025-3-23 10:58 作者: frivolous 時間: 2025-3-23 15:07 作者: 脫水 時間: 2025-3-23 18:51
The Revisions for the Gusset Plate Load Rating Approach: A Comparative Case Study implemented in 2014. It is observed that these new provisions for the LFR and the LRFR methods result in significant variation in rating results for the different limit states. In this paper, a comparative study is completed on a gusset plate from the Charles M. Braga Jr. Memorial Bridge, which is 作者: aristocracy 時間: 2025-3-24 01:20 作者: 消耗 時間: 2025-3-24 02:29 作者: 畫布 時間: 2025-3-24 06:47 作者: ESPY 時間: 2025-3-24 11:42 作者: RECUR 時間: 2025-3-24 18:08 作者: altruism 時間: 2025-3-24 22:42 作者: dithiolethione 時間: 2025-3-25 02:34 作者: 排出 時間: 2025-3-25 05:37 作者: Interregnum 時間: 2025-3-25 10:26
Human-Computer Interaction – INTERACT 2023 structural stability are provided. The activities described were performed before opening the bridges and comprised also the instrumentation with fiber optic sensors, live load tests and ambient vibration tests.作者: 幸福愉悅感 時間: 2025-3-25 15:07 作者: Thyroid-Gland 時間: 2025-3-25 19:17
Analysis of the Response Under Live Loads of Two New Cable Stayed Bridges Built in Mexico structural stability are provided. The activities described were performed before opening the bridges and comprised also the instrumentation with fiber optic sensors, live load tests and ambient vibration tests.作者: stratum-corneum 時間: 2025-3-25 21:37
A Proposal for the Improvement of the Earthquake Resistance of Multi-span Precast I-Beam Bridgesy to slip on the deck. The efficiency of the proposed method is investigated by utilizing a precast I-beam bridge of Egnatia Odos Motorway in Greece. This bridge has been converted to a ductile bridge system by using active seismic stoppers at the head of the piers.作者: NEX 時間: 2025-3-26 03:58 作者: 馬籠頭 時間: 2025-3-26 08:06 作者: 預(yù)定 時間: 2025-3-26 10:50 作者: SENT 時間: 2025-3-26 14:51
Risk Assessment and Management for Bridgesons to the basic conceptions of risk assessment and management are presented. Detailed instructions on the proposed approach are provided with consideration to different management requirements and stages. Four applications of the management oriented assessment are introduced in detail on how the approach is realized in practical situations.作者: OATH 時間: 2025-3-26 20:03
Construction of the Nhat Tan Bridge Superstructurens of prefabricated stay cables. This paper details the limitations faced in development of a construction method to ensure the safe, efficient and expeditious construction of the superstructure. In addition, it describes the innovations made to overcome challenges that arose during the implementation of the construction method.作者: 額外的事 時間: 2025-3-27 00:25
Balanced Lift Method—A New Bridge Construction Technique for bridges with high and low piers enabling the construction of bridges over deep or low valleys. The first application of the new method is the construction of two bridges with low piers for the Austrian road management company (ASFINAG) crossing the rivers Lafnitz and Lahnbach on the S7 motorway in the south-east of Austria.作者: defeatist 時間: 2025-3-27 05:10
Book 2016tanbul, Turkey. It reports on the current challenges in bridge engineering faced by professionals around the globe, giving a special emphasis to recently developed techniques, innovations and opportunities. The book covers key topics in the field, including modeling and analysis methods; constructio作者: 煩擾 時間: 2025-3-27 08:52 作者: BOGUS 時間: 2025-3-27 13:07
Optimal Design of Pile Foundation in Fully Integral Abutment Bridgeintegral abutment bridge, choosing a suitable pile foundation type is a challenging problem, because the substructure is fixed with superstructure to bear the load together. In this paper, the design of the pile foundation in a fully integral abutment bridge (FIAB) in China was analyzed. A finite el作者: 大酒杯 時間: 2025-3-27 15:24 作者: phase-2-enzyme 時間: 2025-3-27 17:47
Deriving a Load Model for the Braking Force on Road Bridges: Comparison Between a Deterministic and ries. Hence, safety assessments of existing bridges may show a lack of compliance with the new safety requirements of current maintenance codes, making the relevant authorities responsible for their strengthening. The current load model for the braking force was derived from a deterministic evaluati作者: 潰爛 時間: 2025-3-28 00:21
The Revisions for the Gusset Plate Load Rating Approach: A Comparative Case Studyges”. According to this document, main truss member gusset plates were required to be examined for five limit states based on either the Load Factor Rating (LFR) or the Load and Resistance Factor Rating (LRFR) approaches. However, further investigations showed that this methodology generally resulte作者: abstemious 時間: 2025-3-28 02:52
The Use of Appropriate Finite Element Modelling Techniques for the Idealization of a Novel Hybrid Muations of varying complexities showed good correlation with experimental global load-deflection behavior as well as local strain behavior at the base of the bridge system. For ascertaining peak load conditions, the simplest of the three model configurations was found to provide the best accuracy of 作者: Dignant 時間: 2025-3-28 07:18
Free Vibration Analysis and Seismic Performance Assessment of Two Approach Viaducts of Bosphorus SusSuspension Bridge. Ortak?y viaduct at European continent and Beylerbeyi viaduct at Asian continent have a length of 231 and 235?m, and five spans and four spans, respectively. The viaducts are side span of the bridge and are supported at the base instead of hanger elements. Based on the project spec作者: 不如樂死去 時間: 2025-3-28 12:44 作者: adroit 時間: 2025-3-28 16:29 作者: 抵制 時間: 2025-3-28 18:55 作者: organism 時間: 2025-3-29 01:12
Balanced Lift Method—A New Bridge Construction Technique method developed at the Vienna University of Technology. This method proposes to build the bridge girders in a vertical position and to rotate them into the final horizontal position with the aid of compression struts. The compression struts decrease the span of the bridge and allow lighter bridge 作者: CARE 時間: 2025-3-29 03:10 作者: 陳腐思想 時間: 2025-3-29 08:25 作者: 刻苦讀書 時間: 2025-3-29 14:29 作者: 用不完 時間: 2025-3-29 16:23 作者: Astigmatism 時間: 2025-3-29 23:48 作者: miracle 時間: 2025-3-30 01:03 作者: aggressor 時間: 2025-3-30 06:30
https://doi.org/10.1007/978-3-031-42286-7integral abutment bridge, choosing a suitable pile foundation type is a challenging problem, because the substructure is fixed with superstructure to bear the load together. In this paper, the design of the pile foundation in a fully integral abutment bridge (FIAB) in China was analyzed. A finite el作者: 腫塊 時間: 2025-3-30 10:49 作者: hermetic 時間: 2025-3-30 13:08
John S. Seberger,Hyesun Choung,Prabu Davidries. Hence, safety assessments of existing bridges may show a lack of compliance with the new safety requirements of current maintenance codes, making the relevant authorities responsible for their strengthening. The current load model for the braking force was derived from a deterministic evaluati作者: 類人猿 時間: 2025-3-30 20:26 作者: 胰島素 時間: 2025-3-31 00:34
Menu Design in Cell Phones: Use of 3D Menusations of varying complexities showed good correlation with experimental global load-deflection behavior as well as local strain behavior at the base of the bridge system. For ascertaining peak load conditions, the simplest of the three model configurations was found to provide the best accuracy of 作者: overture 時間: 2025-3-31 02:13
https://doi.org/10.1007/978-3-642-02580-8Suspension Bridge. Ortak?y viaduct at European continent and Beylerbeyi viaduct at Asian continent have a length of 231 and 235?m, and five spans and four spans, respectively. The viaducts are side span of the bridge and are supported at the base instead of hanger elements. Based on the project spec作者: 有偏見 時間: 2025-3-31 05:30 作者: Minuet 時間: 2025-3-31 11:25
https://doi.org/10.1007/978-3-642-39262-7 situations during the life cycle of bridges. In the current applications, risk management is recognized as an extension of risk assessment to provide management strategies. In fact, risk management is essential to the improvement of decision efficiency and validity since it is the direct procedure 作者: 慟哭 時間: 2025-3-31 17:16
https://doi.org/10.1007/978-3-030-22636-7e will be the longest cable stayed bridge in Vietnam, with 4 main spans and 2 side spans of lengths 300 and 150?m respectively. The bridge will have 8 traffic lanes and has a total deck width of 35.6?m. The superstructure of the bridge consists of a composite girder and New Parallel Wire Strands (Ne作者: 懶鬼才會衰弱 時間: 2025-3-31 19:54
Denise Wilkins,Bashar Nuseibeh,Mark Levine method developed at the Vienna University of Technology. This method proposes to build the bridge girders in a vertical position and to rotate them into the final horizontal position with the aid of compression struts. The compression struts decrease the span of the bridge and allow lighter bridge 作者: Kernel 時間: 2025-3-31 23:10
Interaction Design Teaching Method Designand Politecnico di Milano (POLIMI) and with different scale factors. The design process of a super long span bridge is strongly influenced by the wind actions on the bridge itself and the definitions of wind loads and wind induced dynamics cannot be done without relevant experimental campaigns. The
