共查询到20条相似文献,搜索用时 73 毫秒
1.
2.
4.
5.
6.
7.
8.
11.
12.
耐久100年以上的高性能混凝土 总被引:9,自引:0,他引:9
以一种新型超细粉取代混凝土中部分水泥,配制水胶比为0.28的高性能混凝土。若以海水为环境,其极限氯离子含量以钢筋表面氯离子浓度/混凝土界面碱度≥0.6,并假定钢筋保护层厚度为5cm试验测定了混凝土氯离子扩散系数,经计算,这种高性能混凝土中钢筋脱钝时间为120年;而对比的基准混凝土仅为20年。 相似文献
13.
《Structure and Infrastructure Engineering》2013,9(11):843-855
This paper presents a comparative numerical analysis of the structural behaviour and seismic performance of two existing steel bridges, the Infiernillo II Bridge and the Pinhão Bridge, one located in Mexico and the other in Portugal. The two bridges have similar general geometrical characteristics, but were constructed 100 years apart. Three-dimensional structural models of both bridges are developed and analysed for various load cases and several seismic conditions. The results of the comparative analysis between the two bridges are presented in terms of natural frequencies and corresponding vibration modes, maximum stresses in the structural elements and maximum displacements. The study is aimed at determining the influence of a 1 century period in material properties, transverse sections and expected behaviour of two quite similar bridges. In addition, the influence of the bearing conditions in the global response of the Pinhão Bridge was evaluated. 相似文献
14.
Kataoka K Matsumoto F Ichinose T Taniguchi M 《The Science of the total environment》2009,407(9):3112-3119
In this paper, the long-term trends in surface temperature in several large Asian cities (Seoul, Tokyo, Osaka, Taipei, Manila, Bangkok, and Jakarta) have been analyzed for estimating the effects of urban warming. A new index, E-HII, is proposed: it is the value obtained by subtracting the temperature data of the four grids around the city from the observational temperature data in the city. Osaka shows the largest E-HII, increasing from approximately 2.4 °C in 1901 to almost 3 °C after 1981. The E-HIIs of Seoul, Tokyo, and Taipei, have increased by 1 °C to 2 °C. Jakarta and Bangkok exhibited a lower E-HII. E-HIIs of Manila and Bangkok have been increasing rapidly after 1961. 相似文献
15.
16.
Jason Brody 《Journal of Urbanism》2016,9(4):329-352
This paper reviews the history of the neighborhood unit idea, primarily in the United States and United Kingdom, as a means to examine how urban design ideas work. It argues that ideas like the neighborhood unit gain their power by framing the institutional material we create to help us cope with work. Institutional material refers to cultural product that conditions human action. Types of institutional material in urban design include practice norms, professional communities, and governance structures. Although the neighborhood unit emerged through a transatlantic network of planners and designers, the institutional material it framed was particular, local, and contingent. Ultimately, the paper argues that the neighborhood unit grew out of institutional material in the early 20th century that itself was influenced by the garden city, and that both neighborhood unit and garden city ideas continued to shape new institutional material in subsequent decades. 相似文献
17.
The challenges involved in concrete works of Marmaray immersed tunnel with service life beyond 100 years 总被引:2,自引:0,他引:2
Ahmet Gokce Fumio Koyama Masahiko Tsuchiya Turgut Gencoglu 《Tunnelling and Underground Space Technology incorporating Trenchless Technology Research》2009,24(5):592-601
Marmaray immersed tube crossing, located at the entrance of Bosphorus Strait of Istanbul, will be one of the unique infrastructure facility bringing great engineering challenges in immersed tunnel technology. The employer requires a minimum design life of 100 years for the immersed tunnel structure that will be under exposure of the highest saline water pressure at the depth of 58 m that has never been experienced yet in the history of immersed tube systems. Since the structural concrete is to be subjected to extremely aggressive environmental conditions during expected long-term service life, the quality assurance of the immersed tunnel has been ensured by setting a series of effective technical requirements taking into account the potential durability risks and predictive models in design phase, outputs of pre-testing activities and potential difficulties at construction period. The objective of this paper is to present some major steps involved in concrete works of this megaproject by giving the highlights from laboratory scale researches to the execution of the work at construction site. 相似文献
19.