{"currentpage":1,"firstResult":0,"maxresult":10,"pagecode":5,"pageindex":{"endPagecode":5,"startPagecode":1},"records":[{"abstractinfo":"腐蚀和疲劳一直是悬索结构中的拉索所面临的主要问题,早在1980年瑞士EMPA和瑞士BBR有限公司就开始研发碳纤维增强复合材料(CFRP)平行缆索以用于悬索结构.CFRP索的优势包括耐腐蚀、高强度和高模量、较大的等效模量以及出色的疲劳性能.同时,也开发出一种基于陶瓷和环氧树脂的梯度材料锚固技术.1996年,CFRP索首次被应用于瑞士温特图尔的124m跨度斜拉公路桥中.这些以及此后应用的CFRP索一直用光纤进行监测,到目前为止,监测结果完全符合预先的期望.假设:①本文所描述的CFRP索的使用性能完全令人满意；②风振主动控制系统能够很好地工作；③需要一个超大跨度的桥梁来横跨某个水域,例如曼德海峡、直布罗陀海峡,那么新一代的结构工程师为什么不在超大跨桥梁中使用CFRP索呢？一旦使用,将会带来令人瞩目的新机遇.","authors":[{"authorName":"乌尔斯·梅耶尔","id":"e90df791-c1d9-408a-8585-3085a7e4ebf8","originalAuthorName":"乌尔斯·梅耶尔"},{"authorName":"张攀","id":"a4d31daa-b69b-4be6-876e-1f1476469fe6","originalAuthorName":"张攀"},{"authorName":"冯鹏","id":"fd2264e6-3e5d-4dfa-a7bc-25c4c3a57653","originalAuthorName":"冯鹏"}],"doi":"10.3969/j.issn.1003-0999.2011.05.001","fpage":"3","id":"b1df708d-8416-4bea-a442-435107bb18ba","issue":"5","journal":{"abbrevTitle":"BLGFHCL","coverImgSrc":"journal/img/cover/BLGFHCL.jpg","id":"6","issnPpub":"1003-0999","publisherId":"BLGFHCL","title":"玻璃钢/复合材料"},"keywords":[{"id":"3ff2842e-657e-494a-be82-2bcfb941ca8a","keyword":"碳纤维","originalKeyword":"碳纤维"},{"id":"74024fcb-02cd-4fc9-a065-78e9ec7f63e9","keyword":"CFRP","originalKeyword":"CFRP"},{"id":"f46acf03-5f95-4356-bbc3-82e203d609a2","keyword":"平行缆","originalKeyword":"平行缆"},{"id":"d1148283-3a13-43bf-8d0b-8f8d8cfe45fb","keyword":"拉索","originalKeyword":"拉索"},{"id":"8af15d1f-bc27-4916-b156-7758b136f465","keyword":"锚固系统","originalKeyword":"锚固系统"},{"id":"0c43a879-32a7-4af5-800d-67ab580fce39","keyword":"梯度材料","originalKeyword":"梯度材料"},{"id":"b33a212b-d56f-4bb3-a6b9-ca311c5882a2","keyword":"拉挤","originalKeyword":"拉挤"}],"language":"zh","publisherId":"blgfhcl201105001","title":"碳纤维复合材料拉索:为什么?为什么不?会怎么样?","volume":"","year":"2011"},{"abstractinfo":"在检测斜拉索腐蚀程度的基础上,分析和探讨拉索腐蚀失效与寿命估算.进而提出索力对于局部应力腐蚀的不敏感性和应定期对服役中的拉索进行全面防护状态检测的建议.","authors":[{"authorName":"黄跃平","id":"bd7f5f72-44b4-4070-aec8-39dd30df9ec2","originalAuthorName":"黄跃平"},{"authorName":"胥明","id":"6d191a19-8651-48e7-bdda-2c984288d262","originalAuthorName":"胥明"},{"authorName":"姜益军","id":"93773a0b-311b-49c2-b1c4-82c967deff4f","originalAuthorName":"姜益军"},{"authorName":"顾成军","id":"37f85272-2179-4221-8242-6b51936bf77f","originalAuthorName":"顾成军"},{"authorName":"段永胜","id":"2c20d471-24a8-4ab8-92c1-21be0ac4fb22","originalAuthorName":"段永胜"},{"authorName":"朱绍庄","id":"4265fcd2-b49a-4e74-bb23-6f97579ce3ac","originalAuthorName":"朱绍庄"}],"doi":"10.3969/j.issn.1002-6495.2006.02.016","fpage":"132","id":"58dfb0eb-16c2-4d1a-bae5-2636b34c4227","issue":"2","journal":{"abbrevTitle":"FSXB","coverImgSrc":"journal/img/cover/腐蚀学报封面.jpg","id":"24","issnPpub":"2667-2669","publisherId":"FSXB","title":"腐蚀学报（英文）"},"keywords":[{"id":"e4c5a14c-b0ff-4fde-9132-2fab952d53c5","keyword":"拉索","originalKeyword":"拉索"},{"id":"fb53af4a-b006-46cb-88a7-7c3e83e75e9c","keyword":"点腐蚀","originalKeyword":"点腐蚀"},{"id":"5e6eab98-c956-4582-83cf-0e0cd5d56017","keyword":"寿命估算","originalKeyword":"寿命估算"},{"id":"7a07e1a8-c977-43e2-9e36-95e7567c9062","keyword":"PE护套","originalKeyword":"PE护套"}],"language":"zh","publisherId":"fskxyfhjs200602016","title":"拉索局部腐蚀检测与评估分析","volume":"18","year":"2006"},{"abstractinfo":"在检测斜拉索腐蚀程度的基础上，分析和探讨拉索腐蚀失效与寿命估算.进而提出索力对于局部应力腐蚀的不敏感性和应定期对服役中的拉索进行全面防护状态检测的建议.\n\n","authors":[{"authorName":"黄跃平","id":"3886c393-2585-4452-ac2a-4a360d853a8c","originalAuthorName":"黄跃平"},{"authorName":"胥明","id":"53405376-a170-4a3e-b0fd-d13ffe9a5ef7","originalAuthorName":"胥明"},{"authorName":"姜益军","id":"82a85983-a746-494b-918f-8b0cc93d42e7","originalAuthorName":"姜益军"},{"authorName":"顾成军","id":"a43a7121-07d5-4408-af9b-7d49acd6dafa","originalAuthorName":"顾成军"},{"authorName":"段永胜","id":"23bf27ac-8a4d-45f4-a058-505431be3eb1","originalAuthorName":"段永胜"},{"authorName":"朱绍庄","id":"535d1d0e-dd55-48f9-8485-5d6d69348f53","originalAuthorName":"朱绍庄"}],"categoryName":"|","doi":"","fpage":"132","id":"4b505a18-5d68-4075-81d9-d7149390c5da","issue":"2","journal":{"abbrevTitle":"FSXB","coverImgSrc":"journal/img/cover/腐蚀学报封面.jpg","id":"24","issnPpub":"2667-2669","publisherId":"FSXB","title":"腐蚀学报（英文）"},"keywords":[{"id":"6e1f59a6-103a-4b3e-abc7-5220f9e7ab4a","keyword":"拉索","originalKeyword":"拉索"},{"id":"2673f8c8-0d0a-4089-b5d5-ee79b4619d33","keyword":"null","originalKeyword":"null"},{"id":"2640997e-97ee-4968-a2e3-4eaeea9171c3","keyword":"null","originalKeyword":"null"}],"language":"zh","publisherId":"1002-6495_2006_2_3","title":"拉索局部腐蚀检测与评估分析","volume":"18","year":"2006"},{"abstractinfo":"磁流变阻尼器是一种新型智能装置,具有阻尼力连续逆顺可调并且可调范围大、良好的温度稳定性以及很好的耗能减振等特点,因而在拉索振动控制中较其它阻尼器具有显著的优势.本文总结介绍了自2000年以来应用磁流变阻尼器抑制拉索振动方面的主要研究成果.进行了拉索-磁流变阻尼器系统的减振性能仿真研究,得到了拉索模态阻尼比与阻尼器安装高度、输入电压等参数的关系,提出了应用磁流变阻尼器进行拉索振动控制的数学模型和工程实用设计方法.开展多次现场试验研究,全面评估了磁流变阻尼器的实际减振性能.开发了磁流变式拉索减振新技术,并已于2002年在岳阳洞庭湖大桥全桥实施.作者发明了一种永磁调节式磁流变阻尼器,解决了供电无保证时磁流变阻尼器的应用问题;并将其应用于长沙洪山大桥的拉索减振.近4年来显示了磁流变阻尼器对拉索良好的减振效果.","authors":[{"authorName":"禹见达","id":"bd505472-2ab8-41ba-82ef-7555e7629ce9","originalAuthorName":"禹见达"},{"authorName":"陈政清","id":"10b7f6a5-ac22-46b6-aa06-3adc37dbc6d6","originalAuthorName":"陈政清"},{"authorName":"王修勇","id":"8146021e-7b98-4652-8745-1c2382ac74b3","originalAuthorName":"王修勇"},{"authorName":"曹宏","id":"9b669b10-6010-4b59-8180-e451d2fc82a7","originalAuthorName":"曹宏"}],"doi":"","fpage":"823","id":"f4972a8a-d53c-4b07-8913-dfc6236e7610","issue":"5","journal":{"abbrevTitle":"GNCL","coverImgSrc":"journal/img/cover/GNCL.jpg","id":"33","issnPpub":"1001-9731","publisherId":"GNCL","title":"功能材料"},"keywords":[{"id":"c6761539-a5b0-40f3-9a7d-e14a1f9d59ec","keyword":"斜拉桥","originalKeyword":"斜拉桥"},{"id":"ee0d8f09-9287-4e6e-aadf-f5512c13b4d3","keyword":"拉索","originalKeyword":"拉索"},{"id":"2c769346-4958-4173-803d-6d34bde28e0c","keyword":"磁流变阻尼器","originalKeyword":"磁流变阻尼器"},{"id":"6056abcf-eb4e-4520-8f04-b0a53df8af20","keyword":"振动控制","originalKeyword":"振动控制"}],"language":"zh","publisherId":"gncl200605047","title":"磁流变阻尼器与拉索振动控制研究","volume":"37","year":"2006"},{"abstractinfo":"斜拉索是现代大跨度斜拉桥的主要承重结构,由于长期承受动载和静载,暴露在风雨、潮湿和污染空气的环境中,斜拉索索体和锚具结构件都容易遭受腐蚀破坏,影响斜拉桥的安全使用.为了保证桥梁和斜拉索结构的安全,必须加强斜拉索的防护.本文结合工程应用,讨论斜拉索实用锚端防护系统,分析和探讨锚端防护技术、工艺、材料应用及施工质量控制.","authors":[{"authorName":"叶觉明","id":"ec06fb39-7f59-4143-a0d0-4d88de69d3b0","originalAuthorName":"叶觉明"}],"doi":"10.3969/j.issn.1005-748X.2007.02.014","fpage":"99","id":"c97e1c8d-0679-4bc5-b6da-ce3b05ad2fd9","issue":"2","journal":{"abbrevTitle":"FSYFH","coverImgSrc":"journal/img/cover/FSYFH.jpg","id":"25","issnPpub":"1005-748X","publisherId":"FSYFH","title":"腐蚀与防护"},"keywords":[{"id":"ac358e03-eb63-4225-8d1c-8f33cbe8db47","keyword":"斜拉桥","originalKeyword":"斜拉桥"},{"id":"154e7479-66bc-43e4-b6ab-2f51341f2703","keyword":"斜拉索","originalKeyword":"斜拉索"},{"id":"f5faa09a-006b-43f9-86f2-39f2200506b8","keyword":"锚端防护","originalKeyword":"锚端防护"},{"id":"07ee13e9-8211-4351-9cb2-ddd6d1255e4e","keyword":"涂装","originalKeyword":"涂装"},{"id":"8d108fb2-7ef2-462f-9849-8c5e2a068649","keyword":"密封","originalKeyword":"密封"},{"id":"5b0d0402-f41d-4347-b03e-f4477daf1626","keyword":"填充","originalKeyword":"填充"}],"language":"zh","publisherId":"fsyfh200702014","title":"桥梁斜拉索的锚端防护","volume":"28","year":"2007"},{"abstractinfo":"斜拉索是斜拉桥的主要承重传力结构件,由于置于江河、海湾的不利外部环境中使用,以钢丝和锚具构成的斜拉索可能产生金属锈蚀,使斜拉索腐蚀失效,影响斜拉桥的安全营运.在讨论斜拉索实用防腐蚀保护方式的基础上,分析和探讨新的长效斜拉索防腐蚀保护技术.","authors":[{"authorName":"叶觉明","id":"cadc5630-8337-48e7-be63-bcf75856d479","originalAuthorName":"叶觉明"},{"authorName":"钟建驰","id":"6e795061-fe30-4e45-bf06-b94724eb0644","originalAuthorName":"钟建驰"}],"doi":"10.3969/j.issn.1005-748X.2003.05.012","fpage":"221","id":"28e6f445-82e1-47d6-978e-bae55417ca34","issue":"5","journal":{"abbrevTitle":"FSYFH","coverImgSrc":"journal/img/cover/FSYFH.jpg","id":"25","issnPpub":"1005-748X","publisherId":"FSYFH","title":"腐蚀与防护"},"keywords":[{"id":"ab425d86-f890-4bfd-8e3a-9fe5a5ffa775","keyword":"斜拉索","originalKeyword":"斜拉索"},{"id":"7e42806a-0e3e-42c2-be28-addb028bf4d3","keyword":"高强度钢丝","originalKeyword":"高强度钢丝"},{"id":"c6bb8e2d-b41b-4f60-a192-00999868e12a","keyword":"钢绞线","originalKeyword":"钢绞线"},{"id":"ed2fdb80-6bc1-4986-9f71-143b5d2043fc","keyword":"腐蚀","originalKeyword":"腐蚀"},{"id":"7ea7077e-d01e-4d79-8a7e-f134108dffb2","keyword":"聚乙烯","originalKeyword":"聚乙烯"}],"language":"zh","publisherId":"fsyfh200305012","title":"大桥斜拉索腐蚀防护技术的应用和探讨","volume":"24","year":"2003"},{"abstractinfo":"为提高汽车拉索的拉脱力,在250℃下对汽车拉索35钢接头进行不同时间的保温处理;通过光学显微镜和扫描电子显微镜等观察热处理后钢接头及其表面镀锌层显微组织的变化,并进行了拉脱力测试.结果表明:在250℃下随保温时间延长,钢接头组织中片状珠光体逐渐球化,使钢接头硬度降低,塑性变形能力增强,最小拉脱力增大,保温6h后就能达到安全要求标准.","authors":[{"authorName":"林高用","id":"36014fbf-f0b4-4c0a-b848-ed72ee4a74fd","originalAuthorName":"林高用"},{"authorName":"贺家健","id":"597d478e-593b-4319-b7e6-5b90af03f118","originalAuthorName":"贺家健"},{"authorName":"许秀芝","id":"b7d5052c-4f94-42d4-ad4b-3f1e6937db6b","originalAuthorName":"许秀芝"},{"authorName":"张宗鹏","id":"8e3753c9-fdeb-4c9f-b6a0-3e034fb3248f","originalAuthorName":"张宗鹏"},{"authorName":"刘畅","id":"a41a04fc-8740-4ca5-9071-bc05888dcd2a","originalAuthorName":"刘畅"}],"doi":"","fpage":"11","id":"bbae8060-fe0c-4d42-b0e3-e27170d28ce0","issue":"6","journal":{"abbrevTitle":"JXGCCL","coverImgSrc":"journal/img/cover/JXGCCL.jpg","id":"45","issnPpub":"1000-3738","publisherId":"JXGCCL","title":"机械工程材料"},"keywords":[{"id":"29986c61-60f6-4abc-88da-3699cc93eaa0","keyword":"汽车拉索","originalKeyword":"汽车拉索"},{"id":"f2dfc9a3-532b-4b48-9306-022fdced9a31","keyword":"35钢","originalKeyword":"35钢"},{"id":"df2f18a2-e673-42ad-90c7-cff77126237d","keyword":"珠光体","originalKeyword":"珠光体"},{"id":"45df95b2-9f78-4bc2-be5f-4818a186da31","keyword":"热处理","originalKeyword":"热处理"}],"language":"zh","publisherId":"jxgccl201406003","title":"钢接头热处理对汽车拉索拉脱力的影响","volume":"38","year":"2014"},{"abstractinfo":"为了解决拉索锈蚀和疲劳问题,提高其耐久性,采用轻质、高强、耐腐蚀和耐疲劳的碳纤维(CFRP)筋制作拉索.以环氧树脂砂浆为粘结剂,研制CFRP筋粘结式锚具及成套拉索.并进行了静载试验.分析了影响CFRP拉索锚固性能的各种因素,并进行了相关试验.研究结果表明,筋表面粗糙程度、锚具内锥度、粘结胶的性能和灌浆压力等直接影响锚具的锚固性能.所研制的多丝CFRP拉索的性能稳定,锚固效率系数达95%以上,可直接应用于实际工程.","authors":[{"authorName":"邓年春","id":"717fc929-4972-45f9-b9b4-c36577824cd8","originalAuthorName":"邓年春"},{"authorName":"欧进萍","id":"0ca8a7c7-d250-4eaa-819b-26a9aa04c246","originalAuthorName":"欧进萍"},{"authorName":"周智","id":"fee7faa6-ce4f-4d0e-8ad3-aed69531f5af","originalAuthorName":"周智"},{"authorName":"龙跃","id":"f8aeceb1-ad1b-45fe-85e3-03fae5876051","originalAuthorName":"龙跃"},{"authorName":"蒋业东","id":"48fd510a-1fdd-4b23-8586-83d45156d76f","originalAuthorName":"蒋业东"}],"doi":"10.3969/j.issn.1005-0299.2008.04.005","fpage":"463","id":"f36d0982-6ed6-4995-b4b4-c4c06b4169c5","issue":"4","journal":{"abbrevTitle":"CLKXYGY","coverImgSrc":"journal/img/cover/CLKXYGY.jpg","id":"14","issnPpub":"1005-0299","publisherId":"CLKXYGY","title":"材料科学与工艺"},"keywords":[{"id":"cdfd45a5-c0ac-4513-8240-93612b6f01ea","keyword":"碳纤维增强聚合物(CFRP)","originalKeyword":"碳纤维增强聚合物(CFRP)"},{"id":"b9d43de7-39bc-4986-be87-732e76d9f073","keyword":"环氧树脂","originalKeyword":"环氧树脂"},{"id":"b2ba0286-2eb5-481c-8578-1e031fa36b49","keyword":"锚具","originalKeyword":"锚具"},{"id":"151e28a8-7a41-4f63-880b-17d22c6219c9","keyword":"静载试验","originalKeyword":"静载试验"}],"language":"zh","publisherId":"clkxygy200804005","title":"多丝碳纤维拉索研制及静载试验研究","volume":"16","year":"2008"},{"abstractinfo":"以重庆石门大桥斜拉索的更换为契机,开展了斜拉索腐蚀状况的初步调查,调查发现斜拉索主要存在钢丝腐蚀、防护套老化、捆扎用铁丝腐蚀问题.其中,钢丝普遍出现了镀锌层严重腐蚀以及浅度基体锈点或锈斑,防护套老化产生的裂纹和孔洞影响了钢丝的服役寿命,提出了联合开展相关研究的建议.","authors":[{"authorName":"牟献良","id":"56a83c99-423d-4098-874d-c07d8c288b7e","originalAuthorName":"牟献良"},{"authorName":"田月娥","id":"576e8994-805e-4bb8-88ff-049623a49491","originalAuthorName":"田月娥"},{"authorName":"文邦伟","id":"ea849ded-36cb-4ef9-bded-e880f5678407","originalAuthorName":"文邦伟"},{"authorName":"周漪","id":"52b41ffa-fe17-4a08-bc60-4f5a0c5e0836","originalAuthorName":"周漪"}],"doi":"10.3969/j.issn.1001-3660.2006.06.031","fpage":"82","id":"b4526a8e-e323-4213-8d8d-50b5e2f13072","issue":"6","journal":{"abbrevTitle":"BMJS","coverImgSrc":"journal/img/cover/BMJS.jpg","id":"3","issnPpub":"1001-3660","publisherId":"BMJS","title":"表面技术 "},"keywords":[{"id":"6de63df8-b333-4f7d-994f-a84bb7efc4f6","keyword":"石门大桥","originalKeyword":"石门大桥"},{"id":"625ea6e9-dbab-48c4-96a6-e364132e993f","keyword":"桥梁","originalKeyword":"桥梁"},{"id":"2f60f925-574b-44e0-9b32-866c075a2c79","keyword":"斜拉索","originalKeyword":"斜拉索"},{"id":"cfe2d941-bfd2-4c1b-8024-1cc3376ffa88","keyword":"腐蚀","originalKeyword":"腐蚀"},{"id":"772f7108-fbf4-4177-882d-fbe8e4d75707","keyword":"调查","originalKeyword":"调查"}],"language":"zh","publisherId":"bmjs200606031","title":"重庆嘉陵江石门大桥斜拉索腐蚀状况初步调查","volume":"35","year":"2006"},{"abstractinfo":"采用基于位移和速度方向的半主动控制算法,以及基于最优控制力的多种主动控制算法(线性最优控制算法、特征结构配置法、次最优控制法、变结构滑移模态控制法)对杭州湾大桥南航道桥330m长斜拉索和MR阻尼器组成的系统进行了动力分析.以全索全时段振动响应的均方根作为振动控制效果的评价指标,从控制效果和易实施的角度评述了各种半主动控制算法.计算表明半主动控制算法对斜拉索的减振效果可优于最优的被动控制.","authors":[{"authorName":"邬喆华","id":"86c36c75-eb3e-4dfd-a00d-ce8adcb05660","originalAuthorName":"邬喆华"},{"authorName":"楼文娟","id":"5bcab8ae-50db-4163-9552-feec734ceaee","originalAuthorName":"楼文娟"},{"authorName":"朱瑶宏","id":"409def57-c920-44d8-97f9-8520e1d140b4","originalAuthorName":"朱瑶宏"},{"authorName":"陈勇","id":"22b08f16-ce64-4797-bb5d-e86b5dc33239","originalAuthorName":"陈勇"},{"authorName":"孙炳楠","id":"a4a58eba-3a9e-4a54-ae1e-2410fa108e97","originalAuthorName":"孙炳楠"},{"authorName":"唐锦春","id":"4bfddfa0-e18a-477f-84b6-b0576f4cf076","originalAuthorName":"唐锦春"}],"doi":"","fpage":"833","id":"87becf8c-c6ec-427a-9ff3-474dd2e427c5","issue":"5","journal":{"abbrevTitle":"GNCL","coverImgSrc":"journal/img/cover/GNCL.jpg","id":"33","issnPpub":"1001-9731","publisherId":"GNCL","title":"功能材料"},"keywords":[{"id":"6e19ad8d-48c6-4453-9281-0f17e9096e88","keyword":"斜拉索","originalKeyword":"斜拉索"},{"id":"3f3fd6df-f571-449e-a9a8-1a03fc9e2852","keyword":"磁流变阻尼器","originalKeyword":"磁流变阻尼器"},{"id":"32ca62fc-f702-458f-a8f5-3668ee24a40d","keyword":"控制算法","originalKeyword":"控制算法"},{"id":"9cc151be-ba9f-443a-91dc-78d40d391dbc","keyword":"半主动控制","originalKeyword":"半主动控制"}],"language":"zh","publisherId":"gncl200605050","title":"MR阻尼器控制算法对斜拉索的减振效果","volume":"37","year":"2006"}],"totalpage":492,"totalrecord":4912}