文献翻译用英语怎么说

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喵呜兔几

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Thewormholeattackisasevereattackagainstadhocroutingprotocolsthatisparticularlychallengingtodefendagainst;Inthewormholeattack,anattackerrecordspackets(orbits)atonelocationinthenetwork,tunnelsthemtoanotherlocation,Mostexistingadhocnetworkroutingprotocolsthatlackamechanismtodefendthemagainstthewormholeattackwouldbeunabletofindrouteslongerthanoneortwohops,虫洞攻击是一个严重的攻击，路由协议，是特别具有挑战性，抵御;它可以削弱一系列网络路由协议。在虫洞攻击，攻击者记录数据包(或位)在同一地点的网络，隧道到另一个位置，并转发到网络。现有的大多数网络路由协议，缺乏一种机制来保护他们免受虫洞攻击将无法fi钕路线长于1或2啤酒花，这严重破坏通信。Ifawormholeattackertunnelsallpacketsthroughthewormholehonestlyandreliably,noharmisdone;theattackeractuallyprovidesausefulserviceinconnectingthenetworkmoreeffiHowever,whenanattackerforwardsonlyroutingcontrolmessages,Forexample,whenusedagainstanon-demandroutingprotocolsuchasDSR4orAODV,apowerfulapplicationofthewormholeattackcanbemountedbytunnelingeachROUTEREQUESTpacketdirectlytothetargetnodeoftheREQUESTT如果一个虫洞攻击隧道数据包通过虫洞诚实可靠，没有造成危害后果的;攻击者实际上提供了一个有用的服务，更有效地fi连接网络。然而，当一个攻击者只转发路由控制消息，这次袭击可能严重破坏路由。例如，当使用一个路由协议如dsr4或路由协议，一个强大的应用虫洞攻击可以安装在隧道每个路由请求数据包直接到目标节点的请求。这种攻击可以防止任何节点发现路线超过2跳。PForexample,OLSRandTBRPFuseHELLOpacketsforneighbordetection,soifanattackertunnelstoBallHELLOpacketstransmittedbyAandtunnelstoAallHELLOpacketstransmittedbyB,thenAandBwillbelievethattheyareneighbors,whichwouldcausetheroutingprotocoltofailtofindrouteswhentheyaren’周期性的协议，也容易受到这类攻击。例如，路由和tbrpf使用包来检测为邻居，所以如果攻击者隧道都喂所传送的数据包和隧道到所有你好所传送的数据包，然后，会相信他们是邻居，这将导致路由协议未能fi钕路线时，他们不实际上的邻居。TOneexampleisanywirelessaccesscontrolsystemthatisproximitybased,suchaswirelesscarkeysorproximity-andtoken-basedaccesscontrolsystemsforPCInsuchsystems,虫洞攻击也是危险的其他无线应用。一个例子是任何无线接入控制系统，是接近，如无线车钥匙或接近和象征性的访问控制系统的电脑。在这样的系统中，攻击者可以获得未经授权的访问认证交流继电器。OWeconsiderspecificallytwotypesofpacketleashes:Themainideaisthatbyauthenticatingeitheranextremelyprecisetimestamporlocationinformationcombinedwithaloosetimestamp,areceivercandetermineifthepackethastraversedanunrealisticdistanceforthespecifiTWecanapproximateapacket’Tobemoreconservative,however,anodecanchoosetoaddthemaximumtimesynchronizationerror,assumingthatthesender’sclockmightbefasterthanthereceiver’我们的解决方案的虫洞攻击数据包限制。我们认为，特别地fi类型分组的牵引:地理和时间。其主要思想是，通过认证的任何一个非常精确的时间戳或位置信息，结合一个松散的时间戳，接收器可以确定数据包已经走过一个不切实际的距离为fi网络技术。时间约束依靠非常精确的时间同步，时间戳每个数据包。我们可以近似的数据包的旅行时间之间的差异的时间和收到的时间戳。更为保守，然而，一个节点可以选择添加最大时间同步误差，假设发送方的时钟可能是速度快于接收器的。可以了吧!大哥
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张小电1301
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pony080808

City Planning in foreign literature translation in English how to say
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韩食小神厨

Hu J Tension, Tang Guangwu, et Present situation of seismic design of pile foundation in liquefiable field [J] world bridge, 2008 (1): 14- (in Chinese): 11 Wang Qing Qiao, Xiao Wei, Wang J The bridge pile damage characteristics and failure mechanism of [J] earthquake disaster prevention technology, 2009, 4 167- Li Y Transverse dynamic response of pile foundation in liquefiable soil [D] Research Institute of engineering mechanics, China Earthquake Administration, Qi C During liquefaction of saturated sands soil pile interaction on p-y curve [D] Tianjin University, Ling Xianchang, Tang L The lateral response of piles in liquefiable ground in progress model of p-y curve analysis in mechanical [J] 2010, 40 250- Xianchang Ling, Wang Chen, Wang Zhiqiang, et Free ground Large scale shaking table model test of earthquake engineering and engineering vibration, 2003, 23 138 - 14363 Zhang Jianmin, Wang G Analysis of the foundation of large post liquefaction deformation of pile - soil interaction is Journal of Tsinghua University (NATURAL SCIENCE EDITION), 2004, 44 429 - 432 Yuan Xiaoming, Li Yurun, sun R The response mechanism of pile foundation in liquefiable soil under seismic cyclic ground Journal of civil engineering, 2008, 103 - 11076 Xianchang Ling, Tang Liang, Gao X Bridge Piles in liquefiable ground acceleration vibration test and numerical Journal of Harbin Institute of Technology, 2008,40 1546 - 1551 Tang Liang, Ling Xianchang, Xu Peng Ju, et Liquefiable ground high cap pile soil bridge structure interaction vibration test China [J] Journal of highway and transport, 2010, 23 (4): 51- Qian Deling, Zhang Zehan, Dai Qiquan, et Liquefied high-rise building pile foundation dynamic response [J] Journal of rock mechanics and engineering test on 2015, 34 (12): 2572- Su Lei Ling, Xianchang, Tang Liang, et Liquefiable ground bridge of pile foundation dynamic testing of vibration response of disaster prevention and mitigation engineering [J] 2015, V35 (2): 186- Zhang Xinlei, Wang Zhihua, Xu Zhenwei, et Dynamic model test of dynamicresponse of pile groups under large displacement conditions [J] engineering mechanics, 2016, 33 (5): 150- (in Chinese) Yang Runlin, Qiao Chunming, ZHANG, Xiao-yu, et Shaking table test study on seismic response of pile foundation in liquefiable ground [J] Journal of University of Science and Technology Beijing, 2014 (1): 131- (in Chinese) Kong Desen, Li Chunjie, Ling Xianchang, et Journal of liquefied soil pile group - soil - structure interaction seismic shaking table test on [J] of geotechnical engineering, 2011, 33 (S2): 143- 48：Wang Kai, Qian D Study on shaking table model test of pile soil superstructure in liquefiable field [J] Journal of HeFei University of Technology: Natural Science Edition, 2011, 34 (11): 1687- 49 ：for Xu Peng, Hu Qingli, Ling X Journal of soil liquefaction single seismic pile soil bridge structure interaction of large scale shaking table test study of [J] in civil engineering, 2010 (S2): 327-
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小白兔256

The foreign literature translation of city

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