IABSE Symposium, Wroclaw 2020: Synergy of Culture and Civil Engineering – History and Challenges最新文献

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Condition Assessment of an Historical Structure: the CNIT Vault in Paris 历史建筑的状态评估:巴黎CNIT拱顶
B. Godart, F. Schmidt, Brioist Jean-Jacques Brioist, Jean-Paul Deveaud, Fernando Dias
{"title":"Condition Assessment of an Historical Structure: the CNIT Vault in Paris","authors":"B. Godart, F. Schmidt, Brioist Jean-Jacques Brioist, Jean-Paul Deveaud, Fernando Dias","doi":"10.2749/wroclaw.2020.0552","DOIUrl":"https://doi.org/10.2749/wroclaw.2020.0552","url":null,"abstract":"As part of the extension of line E of the Regional Express Rail Network of Paris, it was decided to create an underground station under the CNIT (National Center for Industries and Techniques) located in the business district of La Défense. This project clearly raises the question of the stability of the main vault of the CNIT under the effect of any soil movement caused by the proposed works. This vault, which still holds the world record of span length, was built between 1956 and 1958 on a project of Nicolas Esquillan. The article briefly describes the history of the vault construction, and presents the results of finite element modelling and geotechnical calculations, the results of the destructive and non-destructive tests conducted on the vault, the control of the geometry and reinforcement, the few observed disorders, the condition of the ties and their tension. It draws conclusions on the general condition of the structure from the point of view of its strength and durability. The quality of the work carried out in 1958, both on site and in the design office, the attention paid to the materials chosen and the work processes on site, make this structure age very well.","PeriodicalId":107895,"journal":{"name":"IABSE Symposium, Wroclaw 2020: Synergy of Culture and Civil Engineering – History and Challenges","volume":"71 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-05-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126825545","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Advanced Bridge Solutions with Low Life-Cycle Costs 具有低生命周期成本的先进桥梁解决方案
D. Rademacher, A. Barceló, O. Hechler
{"title":"Advanced Bridge Solutions with Low Life-Cycle Costs","authors":"D. Rademacher, A. Barceló, O. Hechler","doi":"10.2749/wroclaw.2020.1117","DOIUrl":"https://doi.org/10.2749/wroclaw.2020.1117","url":null,"abstract":"Today’s bridge construction projects face new challenges. Public, regulators and authorities demand new structures which are cost effective during their planning, execution, lifetime and dismantling. This translates into a higher relevance to the life cycle costs, and the so-called external costs associated with the execution and maintenance of the structure. A recent independent study has shown that choosing steel sheet pile abutments over the traditional concrete ones leads to a reduction of up to 15% the economic impact during the service life of the structure. The combination of sheet piles with either hot-dip galvanized or weathering-steel rolled sections can further reduce the life cycle costs. The durability of steel and composite bridges can be enhanced by using these alternative protection systems, as they offer crucial advantages over traditional coating systems when considering the bridge’s entire life cycle; They do not need any maintenance.","PeriodicalId":107895,"journal":{"name":"IABSE Symposium, Wroclaw 2020: Synergy of Culture and Civil Engineering – History and Challenges","volume":"36 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115276513","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 2
Lightweight Structures Technology for Bridges Small and Large – Short History and new Developments 大型和小型桥梁轻量化结构技术——历史与新进展
I. G. Siotor
{"title":"Lightweight Structures Technology for Bridges Small and Large – Short History and new Developments","authors":"I. G. Siotor","doi":"10.2749/wroclaw.2020.0463","DOIUrl":"https://doi.org/10.2749/wroclaw.2020.0463","url":null,"abstract":"All sorts of bridges have been built by humans ever since they have decided to cross an obstacle on their way. Historically, various materials have been used as tension structural members carrying most, if not all, loads in all sorts of bridge-like structures for thousands of years, i.e. rope walkways in Chinese mountains. All sorts of hemp (and other natural fibers) ropes were utilized for smaller temporary structures, and in the sail ship industry, of course. Later, in mid centuries iron chains have been used to carry heavy loads of bridges and draw platforms.In XIX century, one of the pioneers in light bridge structures was Eng. John Roebling, who introduced new materials and new technologies, which revolutionized the way bridges are constructed. Wire rope, cables and other high-tension structural members have evolved since those times, and new tensile materials have been invented to build bridges and other structures. Also, the advancement of engineering methods provides the scientific justification over the empirical believes for the advantage of tensile technology over traditional, gravity defying structural solutions. This paper will demonstrate new achievements in the development of tensile structural members and building methods.","PeriodicalId":107895,"journal":{"name":"IABSE Symposium, Wroclaw 2020: Synergy of Culture and Civil Engineering – History and Challenges","volume":"115 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123101534","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Indoor Air Quality Simulation with Reduced Scale Models for Housing Buildings in the City of Lima, Peru 用缩小比例模型模拟秘鲁利马市住宅建筑的室内空气质量
Miguel Regalado, E. Santa María
{"title":"Indoor Air Quality Simulation with Reduced Scale Models for Housing Buildings in the City of Lima, Peru","authors":"Miguel Regalado, E. Santa María","doi":"10.2749/wroclaw.2020.0380","DOIUrl":"https://doi.org/10.2749/wroclaw.2020.0380","url":null,"abstract":"The purpose of this research is to validate a methodology for simulating indoor air quality (IAQ) in residential buildings in the city of Lima (Peru), using reduced-scale models. For this, it’s defined a sample of two buildings, the first will serve as a pilot test and the second will serve for definitive validation. First, the physical variables that influence the IAQ are defined. Then, the Buckingham PI Theorem is applied. After that, the geometric scale is proposed for the models (1:10) and the scale factors for each physical variable are obtained. Next, the material to build the models is defined according to the thermal scale, which will be MDF (Medium density fiberboard) wood. With this information, the scale models are constructed. For data collection, work scenarios are generated according to the aperture of the openings (doors and windows). Finally, the methodology is validated by verifying, in both sample of buildings, that the level of error calculated doesn’t exceed the precision values of the measurement equipment used.","PeriodicalId":107895,"journal":{"name":"IABSE Symposium, Wroclaw 2020: Synergy of Culture and Civil Engineering – History and Challenges","volume":"122 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125066109","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Latest Achievements in Concrete Structures Three-Dimensional Printing 混凝土结构三维打印的最新进展
P. Ziółkowski, M. Niedostatkiewicz
{"title":"Latest Achievements in Concrete Structures Three-Dimensional Printing","authors":"P. Ziółkowski, M. Niedostatkiewicz","doi":"10.2749/wroclaw.2020.0726","DOIUrl":"https://doi.org/10.2749/wroclaw.2020.0726","url":null,"abstract":"We can hear about three-dimensional printed concrete structures for several years, up to date solutions in this technology allow entire printing settlements of tiny concrete houses. Home printed in three-dimensional technology can be an alternative to modular container buildings implemented in areas affected by natural disasters and as a solution for low-cost small residential houses. We believe that in a few years it will reach its full potential by entering a constructions mainstream. In this paper, we will analyse the current state of the art in concrete structures three-dimensional printing technology, we will describe the dominant and developing trends, and we will consider in what direction this technology may improve in the future. The most common problems related to the implementation of construction nodes of small residential houses in three-dimensional technology will also be indicated. In addition, methods will be proposed to increase the spatial stiffness of printed houses, taking into account the optimisation of costs in terms of technology and time of completion.","PeriodicalId":107895,"journal":{"name":"IABSE Symposium, Wroclaw 2020: Synergy of Culture and Civil Engineering – History and Challenges","volume":"10 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114295792","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Vibrations of Footbridges Caused by Running People 行人行走引起的人行桥振动
M. Pańtak
{"title":"Vibrations of Footbridges Caused by Running People","authors":"M. Pańtak","doi":"10.2749/wroclaw.2020.0789","DOIUrl":"https://doi.org/10.2749/wroclaw.2020.0789","url":null,"abstract":"In the paper the issue of modelling of dynamic forces induced by running people taking into account different foot strike patterns is presented. The results of numerical dynamic analyses of contemporary footbridge performed using proposed load models were shown and compared with the results of dynamic field-tests of the footbridge. The presented issue can be used in engineering practice at the stage of assessing the level and acceptability of vibrations of designed or existing (contemporary and historical) structures.","PeriodicalId":107895,"journal":{"name":"IABSE Symposium, Wroclaw 2020: Synergy of Culture and Civil Engineering – History and Challenges","volume":"6 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114369556","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Linking Poland and Germany – a new Rail Bridge over the River Odra: the Küstrin-Kietz Crossing 连接波兰和德国——一座横跨奥德拉河的新铁路桥:k<s:1>斯特林-基茨大桥
B. Halaczek, W. Strobl, U. Kubenz, B. Engel
{"title":"Linking Poland and Germany – a new Rail Bridge over the River Odra: the Küstrin-Kietz Crossing","authors":"B. Halaczek, W. Strobl, U. Kubenz, B. Engel","doi":"10.2749/wroclaw.2020.0356","DOIUrl":"https://doi.org/10.2749/wroclaw.2020.0356","url":null,"abstract":"Following the first prize in a two-stage limited design competition, the Anglo-German team of Knight Architects and Schüßler-Plan Berlin have developed two new bridges which will be the central part of the Berlin-Kostrzyn-Gorzów railway modernisation programme: one is over the River Odra crossing the German- Polish border and the other crosses the river floodplain on the German side.The team’s solution for the main crossing is an elegant network arch spanning 130m. The majestic steel structure, with its crown positioned above the axis of the state border, will be a landmark that will not only highlight the importance of the location but will be also a welcoming gesture to everyone traveling between the countries. The smaller “Odervorflut” bridge, located 500m west uses the same architectural language as the main bridge creating a family of slender and elegant structures.","PeriodicalId":107895,"journal":{"name":"IABSE Symposium, Wroclaw 2020: Synergy of Culture and Civil Engineering – History and Challenges","volume":"5 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124215834","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Rebirth of Stone Bridge in the Cultural Context 文化语境下石桥的重生
N. Hong, H. Koh, S. Hong
{"title":"Rebirth of Stone Bridge in the Cultural Context","authors":"N. Hong, H. Koh, S. Hong","doi":"10.2749/wroclaw.2020.0245","DOIUrl":"https://doi.org/10.2749/wroclaw.2020.0245","url":null,"abstract":"One of the high and tough mountain passes in Korea, Mungyeong-Saejae, a National historic site (Claim No. 147) in Korea, has been appeared forming the integrated cultural context by restoring the lost water-gate bridge located on the west side of the lowest gate. This place was fortified with three gates in 1708 and became a strategic place for the national defense while serving as the traffic gateway. However, the site lacked of the cultural context due to the loss of water-gate bridge on the west side of the lowest gate. This water-gate bridge equipped with a defensive device within the two voussoir arches was now restored using traditional construction method. This paper has first discussed on what reasons caused the loss of the bridge by performing the safety analysis considering both the structural stability of the bridge and the water flow stability of the bridge site against scouring. Then, the strengthening strategy was developed for the original arch shape by adopting the traditional construction method. However, the design requirement about water flow stability of the bridge site against scouring was not satisfied with the original shape of the bridge. Finally, the restoration of the water-gate bridge was implemented by enlarging the arch shape while reinforcing the structural system using the traditional strengthening method toward much safer structural behavior.","PeriodicalId":107895,"journal":{"name":"IABSE Symposium, Wroclaw 2020: Synergy of Culture and Civil Engineering – History and Challenges","volume":"25 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"121225233","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 1
Corrosion Protection of Steel Bridges with Thermal Spray Zinc Duplex Coatings – 50 Years Experiences 用热喷涂锌双相涂层保护钢桥的腐蚀- 50年的经验
O. Knudsen, M. V. van Leeuwen, M. Gagné, H. Matre
{"title":"Corrosion Protection of Steel Bridges with Thermal Spray Zinc Duplex Coatings – 50 Years Experiences","authors":"O. Knudsen, M. V. van Leeuwen, M. Gagné, H. Matre","doi":"10.2749/wroclaw.2020.1055","DOIUrl":"https://doi.org/10.2749/wroclaw.2020.1055","url":null,"abstract":"Since 1969 the specification for corrosion protection of steel bridges in coastal areas of Norway has been to apply a thermal spray zinc (TSZ) duplex coating, and from 1977 this practice also applies for inland bridges. The duplex coating consists of TSZ with a protective paint coating on top. The corrosion protection experiences with these coatings are very good in all environments from C2 to C5. The majority of the bridges with duplex coatings have never had any coating maintenance, although the oldest ones now have a 50 years lifetime. The duplex coating has degraded to varying extent on most of the bridges, though, as must be expected. A statistical analysis of duplex coating performance, as function of exposure environment and age is presented in this paper.","PeriodicalId":107895,"journal":{"name":"IABSE Symposium, Wroclaw 2020: Synergy of Culture and Civil Engineering – History and Challenges","volume":"66 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114764378","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
The Coherent Concept of the Lever Arm in a Cross-Section 横截面中杠杆臂的相干概念
W. Lorenc, S. Balcerowiak, J. Czajkowski, J. Dobrzański
{"title":"The Coherent Concept of the Lever Arm in a Cross-Section","authors":"W. Lorenc, S. Balcerowiak, J. Czajkowski, J. Dobrzański","doi":"10.2749/wroclaw.2020.0684","DOIUrl":"https://doi.org/10.2749/wroclaw.2020.0684","url":null,"abstract":"The coherent concept of the lever arm is presented. The new graphical interpretation of the lever arm Z regarding shear flow together with mathematical justifications are provided. The conclusion is, that the lever arm Z is a crucial parameter which connects shear flow and transverse force and it links diagrams of the normal stress and the shear flow for a cross-section and such a representation is not known at literature. There is an analogy between the lever arm regarding the shear flow and the effective width regarding shear-lag effect for normal stress. The background of historical analysis of the issue is presented.","PeriodicalId":107895,"journal":{"name":"IABSE Symposium, Wroclaw 2020: Synergy of Culture and Civil Engineering – History and Challenges","volume":"136 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"134444156","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 2
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