信息資源檢索結(jié)課作業(yè)(編輯修改稿)
2025-04-23 00:19 本頁面
【文章內(nèi)容簡介】 結(jié)論 檢索結(jié)果1.題目：生土建筑研究綜述作者：趙成,阿肯江托呼提來源：四川建筑,SICHUAN ARCHITECTURE2010,30(1)摘要：生土建筑是一種古老的建筑形式。在近代能源危機(jī)、生態(tài)危機(jī)、可持續(xù)發(fā)展戰(zhàn)略的大背景下，生態(tài)文明與地域文化給生土建筑提供了廣闊的發(fā)展空間。文章詳細(xì)介紹了生土建筑的國外發(fā)展情況及國內(nèi)的研究現(xiàn)狀及水平，分析了震害產(chǎn)生的主要原因，簡要?dú)w納了生土建筑的結(jié)構(gòu)形式、有待解決的問題。2.題目：竹筋夯土墻在水平單調(diào)荷載作用下的試驗(yàn)研究作者：高智能。楊曉東。陶忠。陳志壽。焦春節(jié)來源：昆明理工大學(xué)學(xué)報(bào)(理工版),2009(02)摘要：基于已有的試驗(yàn)結(jié)果優(yōu)化試驗(yàn)設(shè)計(jì),介紹了試件的制作方法、,得出裂縫開展情況、不同配筋方式對墻片強(qiáng)度與延性的影響,并給出實(shí)際工程的指導(dǎo)意見及未來研究的建議。3.題目：新疆喀什老城區(qū)生土房屋模型振動臺試驗(yàn)研究作者：于文。葛學(xué)禮。朱立新來源：工程抗震與加固改造,2007(03)摘要：本文介紹了喀什老城區(qū)典型生土房屋1/2縮尺模型的振動臺試驗(yàn),提出了針對此類房屋的加固方法。通過試驗(yàn)對加固模型的抗震性能進(jìn)行研究,分析其動力特性和動力反應(yīng),檢驗(yàn)抗震加固措施的實(shí)際效果,并對試驗(yàn)結(jié)果進(jìn)行了評價(jià)。4.題目：生土結(jié)構(gòu)房屋的承重夯土墻體抗震性能試驗(yàn)研究作者：王毅紅。蘇東君。劉伯權(quán)。池家祥。劉挺來源：西安建筑科技大學(xué)學(xué)報(bào)(自然科學(xué)版),2007(04)摘要：對村鎮(zhèn)建筑中使用的生土結(jié)構(gòu)房屋承重夯土墻的受力及抗震性能進(jìn)行試驗(yàn)研究,研究夯土墻體在地震荷載作用下的破壞過程、破壞形態(tài)、滯回曲線和骨架曲線的特征以及墻體的水平承載力和變形能力等。通過對比試驗(yàn),分析了構(gòu)造柱、圈梁在夯土墻體中的作用以及土中摻和料對墻體受力性能的影響,指出影響夯土墻抗震性能的主要因素及一些施工中應(yīng)該注意的問題,提出夯土墻承重墻體的抗剪承載力計(jì)算公式。5.題目：農(nóng)村夯土類住宅抗震性能分析及加固方法研究作者：張琰鑫。童麗萍來源：工程抗震與加固改造,2012(01)摘要：以農(nóng)村地區(qū)現(xiàn)存的傳統(tǒng)夯土類住宅為研究對象,根據(jù)其結(jié)構(gòu)構(gòu)造特點(diǎn)建立了有限元分析模型。通過對兩種常見結(jié)構(gòu)類型的靜力分析、結(jié)構(gòu)振型頻率計(jì)算以及地震反應(yīng)分析,探討了該類結(jié)構(gòu)在荷載作用下的受力變形特點(diǎn),找出了結(jié)構(gòu)的薄弱部位并提出了相應(yīng)的改進(jìn)意見,為此類建筑抗震性能的提升提供參考。6.題目：夯土墻在單調(diào)和反復(fù)水平荷載下的試驗(yàn)研究作者：趙西平。門進(jìn)杰。史慶軒。劉加平來源：世界地震工程,2006(02)摘要：通過對不同類型的夯土墻在單調(diào)荷載和反復(fù)荷載作用下的試驗(yàn)研究,分析了不同添加材料對夯土墻抗剪性能、抗震性能的影響,得到了夯土墻的裂縫開展規(guī)律、破壞特征、承載能力、延性及滯回性能。借用砌體結(jié)構(gòu)的抗震承載力計(jì)算公式,給出了夯土墻抗剪、抗震計(jì)算的簡化公式。7.題目：Finite element analysis of geotextilereinforced sandbed subjected to strip loading作者： Basudhar, . Dixit, Ashish Gharpure, Kousik Deb來源：Geotextiles and Geomembranes 26(2008) 9199摘要：The study analyses the behavior of a geotextilereinforced sandbed subjected to strip loading using the finite element method. The soil–geotextile interaction has been modeled by assigning the contact conditions at the interface instead of using the conventional joint elements. The proposed method has been calibrated and validated by paring the results for some bench mark problems. Parametric studies examine the effect of reinforcement depth, the ratio of the modulus of elasticity of the geotextile and the soil, the variation of soil modulus with depth and soil layer properties on the settlement of the footings.8.題目：Compression behaviour of nonindustrial materials in civil engineering by three scale experiments：the case of rammed earth作者：QuocBao Bui, JeanClaude Morel, Stephane Hans來源：Materials and Structures,2009,42(8)11011116摘要：In order to give an example of a scientific approach adapted to nonindustrial materials, we chose to study a structural element: a loadbearing building wall made of rammed earth material. Rammed earth construction is an ancient technique which is attracting renewed interest throughout the world today. Although rammed earth is currently regarded as a promising material in the construction sector in the context of sustainable development, it is still difficult to quantify its durability, as well as its thermal and mechanical performances, which discourages people from using it. This paper is devoted to the study of the last problem. Three different scales were studied. The first is the scale of insitu walls. Dynamic measurements were carried out on site to determine the Eigen frequencies of the walls. The elastic modulus was determined from the frequencies measured by using a finite element model. The second is the scale of a representative volume element (RVE). Rammed earth RVE samples with dimensions similar to those of the walls on site were manufactured an
研究報(bào)告相關(guān)推薦
鄂ICP備17016276號-1