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苏格兰议会大楼规划建筑设计解析 被引量:1

A Dissecting Study on the Scottish Parliament's Architecture Design and Planning
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摘要 苏格兰议会大楼是杰出的苏格兰标志性建筑。第一,它采用多种苏格兰元素,是苏格兰的代表性建筑。第二,它采用"青枝绿叶"和"靠岸船舶"的设计概念,有机地营造出建筑的乐章。第三,它体现出可持续发展、建筑结合环境等环境友好的设计思路。第四,它灵动的内部设计给人提供了丰富的空间感受。 The Scottish Parliament is an excellent building and a symbol for Scotland. Firstly, it contains many Scottish elements that reflect Scotland. Secondly,it is an orchestrated series of constructions with the vison of bats in a harbour or green leaves and branches. Thirdly, it shows the concept of environment friendly design including sustainability and environmental design. Fourthly, the striking inner space can offer various feelings.
作者 葛天阳 葛赢
出处 《中外建筑》 2014年第12期82-84,共3页 Chinese & Overseas Architecture
关键词 苏格兰议会大楼 建筑乐章 环境友好 灵动空间 the scottish parliamentan orchestrated series ofenvironment friendly design constructions:striking inner space
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参考文献3

  • 1The Scottish Parliament OfficialGuidebook. The Scottish ParliamentaryCorporate Body: Edinburgh.
  • 2Sustainable Development Group.Certification Report for Assembly Building,Scottish Parliament, Edinburgh. 2002.
  • 3The Scottish Parliament OfficialWebsite.

同被引文献32

  • 1江彤,李国强.可延展预应力网壳结构的发展、应用及展望[J].建筑钢结构进展,2013,15(3):20-25. 被引量:3
  • 2彭怒,孙乐.从木材到殿堂——西贝流士大楼[J].建筑学报,2006(12):82-85. 被引量:2
  • 3张济梅,潘景龙,董宏波.张弦木梁预应力损失初步探讨[J].低温建筑技术,2007,29(1):73-75. 被引量:3
  • 4张磊.花旗松胶合木构件主要力学性能研究[D].天津:天津大学,2011.
  • 5JAVIER EST6VEZ. Timber spatial trusses using hollow bars [ C ]// Internationales Holzbau-Forum. Garmisch- Patenkirchen, 2011.
  • 6NAICU, DRAGOS-IULIAN. Geometry and performance of timber gridshells [ D ]. Bath: University of Bath, 2012.
  • 7PAOLI C. Past and future of grid shell structures [ D ]. Cambridge : Massachusetts Institute of Technology, 2007.
  • 8LIENHARD JULIAN, GENGNAGEL CHRISTOPH, KNIPPERS JAN, et al. Active bending, a review on structures where bending is used as a self-formation process [ J ]. International Journal of Space Structures, 2013, 28(2-3) :187-196.
  • 9KHORSANDNIA N, VALIPOUR H R, CREWS K. Nonlinear finite element analysis of timber beams and joints using the layered approach and hypoelastic constitutive law [ J]. Engineering Structures, 2013, 46 ( 1 ) :606-614.
  • 10HASSANI M M, WITTEL F K, HERING S, et al. Rheological model for wood [ J ]. Computer Methods in Applied Mechanics & Engineering, 2014, 283 ( 1 ) : 1032-1060.

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