On the basis of expound the theory of building exterior - protected construction energy consumption and the gene of influence the building energy, set up mathematics model, this article discuss the mechanism of dispelling the heat of the buildings " thermal bridge and the complication that influence it, and then synthetic analysis and calculate the influence range of building thermal bridge in exterior - protected construction column thermal bridge to the building outer wall get the conclusion that when the construction column can satisfy the building stress - area, in bulgy construction column dispel less heating than out bulgy construction column. but if the pole stuck out more than 100mm, in bulgy or out bulgy make no difference
本文在闡述建築圍護結構耗熱原理以及影響建築能耗因子的
基礎上，採用數值模擬方法，探討了建築熱橋傳熱的
基本機理和影響建築熱橋傳熱的因素，進而對建築熱橋在圍護結構傳熱中的影響范圍進行了綜合分析和計算，研究了構造柱熱橋型式對建築外
墻能耗的影響，得出了構造柱在滿足建築受力面積要求的情況下，內凸構造柱較外凸構造柱略能減少散熱量的結論，但是凸出過大（ 100mm ）無論內凸還是外凸對建築耗熱都沒有大的差別。
On the basis of that, numerical simulations have been carried out on full - scale cube model with three types of parapets. the caparison of with and without parapets shows that three types of parapets can significantly reduce high negative suction peaks on zones susceptible to wind pressure. formulas have been proposed about the height of those parapets
在此
基礎上對方塊模型屋面分別設置3種女兒
墻進行了數值模擬，與未設置女兒
墻的模擬結果進行了比較分析，結果表明上述女兒
墻都能較明顯地降低屋面風壓敏感區的負壓峰值，並給出了相應的女兒
墻高度限值公式。
Then this paper concerns about the network packet intercepting technology of linux os and gives a thoroughly overview of network hacking methods and some application protocol criterion, including http, ftp, telnet, nntp, pop3, smtp etc. then the system design scheme of the transparent proxy has been discussed, this system can be divided to 4 modules below : establishment of transparent charnel, implement of proxy service, gui configuration and management application, accessory filter functions ( such as url filter, command filter and logger etc ). we explain key techniques in all 4 main parts of this system, define the interfaces of each module, what is more the main data structures and software implements codes are all illustrated
首先，論文陳述了防火
墻的相關技術
基礎，分析了透明代理作為一種先進易用的防火
墻技術的原理，闡述了linux操作系統網路數據包攔截技術和http 、 ftp 、 telnet 、 nntp 、 pop3 、 smtp等應用層協議的協議規范和具體的工作流程。接著敘述了本透明代理服務器的系統總體設計方案，將系統分為以下幾個部分：透明通道建立、代理服務實現、 gui配置管理程序以及過濾功能（如url過濾、命令過濾和日誌審計等） 。論文然後分別介紹各個關鍵部分的具體實現要點，解釋了相互間的介面關系，列出了主要數據結構和實現流程。
Considering the special structure of multi - ribbed slab, founding diphase body mechanical model of compound material, strengthening rib beam and rib pillar by equivalent volume ratio of concrete and slice brick, the paper drew elastic compution constant and shear constant. based on the things, the paper simplified isotropy compution model to wall, gave practical design formula of elastic mold and shear mold, provided necessary parameter for practical design formula of elastic rigidity. finally the calculating results agree well with the text results
結合密肋復合
墻板的特殊構造，建立
墻板的復合材料二相體力學模型，按照混凝土與砌塊體積比不變原則對肋梁肋柱同時加強，得出
墻板的彈性計算常數及剪切常數，在此
基礎上，進一步將
墻板簡化為各向同性的計算模型，給出
墻板彈性模量及剪切模量實用計算公式，為密肋復合
墻板的實用彈性剛度計算公式提供必要的參數。
W factere w the work of strengthen the security of the enterprise information mp to be the highest priority, the whcle enthely analyses all ldnds of security problems tha a intemal netwrk of stock compan may risk thtough rystematic view. it gives out sollltions fbr the crst systffo wt on wtg, operating systeln, taling system, tu1ti - vinrs, beckalp, secwity edce and physical settings
在此
基礎上，對公司現有系統作出了系統化的安全方案，包括應用防火
墻技術、 vlav技術和windows2000 ）系統的安全機製作出的網路和系統平臺，防病毒和系統備份方案，根據公司中心機房建設的規模，以及中心機房所在地的現場條件，分別就空調系統、后備電源系統、防雷擊和系統監控給出實施方案。
Based on the numerical simulation and accuracy analysis to previous slab ' s test with the ansys program, the study of composite wall, with various detail design under potential load action respectively or jointly is carried on and the wall ' s atress behavior and failure mode is obtained, also the influence to wall ' s stiffness and bearing capacity by kinds of factors, including wall ' s shear span ratio, member ' s section, bar arrangement, etc. based on the hammer blow test and stiffness test, a 1 / 3 scale ten - bay model ' s modality parameter and elastic deformation characteristic is analyzed
在對密肋復合
墻板運用ansys ~ （ （ ? ） ）程序進行數值模擬、分析驗證的
基礎上，對典型組合
墻體在不同連接構造和不同荷載效應組合作用下的受力形態和破壞模式進行研究；計算分析了復合
墻體剪跨比、邊框柱截面尺寸、邊框柱配筋大小以及
墻板內肋梁肋柱配筋等諸多因素對密肋復合
墻體承載力及剛度的影響，得出其變化規律。
In order to solve the problem of engineering roadblock of abnormity wall template design, program alternatives, construction techniques and engineering roadblock, this paper discusses the difficulty of hyperbola template construction on the innovation of traditional simple curve zoom type huge template by combining the three dimensional space hyperbola rinse concrete wall in art performance theater of qingdao art center project construction, provides a method to design and choose heteromorphy component template
摘要為了解決異形
墻體模板設計、方案選擇及施工工藝等技術難題，筆者結合青島市藝術中心工程藝術表演劇場三維空間雙曲線清水砼
墻施工，在傳統的單曲線可調式大模板的
基礎上進行了創新，很好的解決了雙曲線模板施工的技術難點，為異型構件模板的設計、選擇開拓了又一條思路。
The regularities of pile - top reaction distribution, the carrying load ratio between pile and raft, the settlement and the imparity settlement of foundation in the frame - tube structure and the single wall are influenced by some factors such as the stiffness of the superstructure, the intensity of the soil under the piles, the length and radius of the piles, the distance between the piles, the thickness and the suspended width of the raft
對豎向荷載作用下的空間筒中筒結構、樁筏
基礎和地
基進行了三維有限元分析。研究整體結構和單片
墻結構在上部結構剛度、樁端土強度、樁長、樁徑、樁距、筏板厚度、筏板外挑寬度等影響因素變化時的樁頂反力分佈規律、樁筏荷載分擔比、樁
基沉降和差異沉降規律。
Construction ministry " housing project quality guarantees method " made lowest guarantee to housing project the regulation of deadline : among them 1, foundation foundation project and project of main body construction, to design the reasonable use fixed number of year of this project that the file sets ; 2, the waterproof project, toilet that has waterproof demand, room mixes the building outside of metope prevent leakage, for 5 years ; 3, heat addition and supply cold system, for 2 heating period, offer cold period ; 4, electric cop, to catchment conduit, equipment installation is 2 years ; 5, decorate a project to be 2 years
建設部《房屋建築工程質量保修辦法》對房屋建築工程作了最低保修期限的規定：其中1 、地
基基礎工程和主體結構工程，為設計文件規定的該工程的合理使用年限； 2 、房屋防水工程、有防水要求的衛生間、房間和外
墻面的防滲漏，為5年； 3 、供熱與供冷系統，為2個採暖期、供冷期； 4 、電氣管線、給排水管道、設備安裝為2年； 5 、裝修工程為2年。
Robert s specialties include network infrastructure design with the cisco and nortel product line, network security design and management with ciscosecure and pix firewalls, network management and troubleshooting with ciscoworks, ciscosecure, sniffer - based technologies, and hpov
Robert的專長包括使用cisco和nortel產品系列進行網路
基礎設施的設計使用ciscosecure和pix防火
墻進行網路安全性設計和管理使用ciscoworks ciscosecure
基於嗅探器的技術以及hpov進行網路管理和故障診斷。
On the basics of briefly summarizing the research and application presents of building coatings and nano - composite building coatings in domestic and overseas, presented a creative approach of modified exterior building latex coatings applying inorganic nano - powders and its " compound. systematically studied the effect of factors such as nano - materials " category, additive capacity, dispersing method on the behavior of exterior building coatings " weathering resistance, scratch resistance, water resistance and alkaline resistance etc. studying on uv - vis optical property of nano - powder materials and its " compounds turned up that nano - tio2, nano - sio2, nano - zno have excellent characteristics to uv shielding ; dispersing system of polybasic nano - composite materials owned higher uv shielding capability than single disperse system
本文在簡要敘述國內外建築塗料和納米復合建築塗料的應用研究現狀的
基礎上，提出了使用無機納米粉體及其復合材料改性建築外
墻乳膠漆的創新思路，系統地研究了納米粉體材料的種類、添加量、分散方式等因素對外
墻乳膠漆耐候性、耐洗刷性以及耐水、耐堿性等性能的影響，成功地開發了納米改性建築外
墻乳膠漆產品，並完成了外
墻乳膠漆用納米助劑的初步開發工作。
Abstract : based on the research of ladle flow field, the steel flow i ng low of six strands small billet cc ladle is researched, the methods improves s teel flowi ng in the ladle by setting separating and blocking slag wall, separates the steel from the slag, increases the bluyance rate of inclusion, achieves the desired results, and applies itself to the practice
文摘:在中間包流場分佈分析的
基礎上，藉助水模擬試驗研究了6流小方坯連鑄中間包內鋼水流動規律，通過設置分流擋渣
墻改進中間包內的鋼水流動，分離鋼水和爐渣，提高鋼中夾雜物的上浮率，達到了預期的效果，並應用於生產實踐
Some beneficial results of the csnw ' s behaviors are gotten. main research contents as follows : ( 1 ) the four destruction models and respective stability analysis methods are discribed in this paper, whose working mechnism and calculating methods are given. in addition, some defects of every method are also discussed ; ( 2 ) on the basis of traditional active soil pressure method and expirical siol pressure method, the calculating model of the laternal earth pressure which is a tetragon with the largest value in the center side is addressed
主要工作如下： （ 1 ）本文給出了復合土釘
墻的穩定性分析方法，該方法介紹了復合土釘
墻的四種破壞類型，分析了每種破壞類型的受力機理，並給出了相應的計算方法和計算方法中的一些不足； （ 2 ）在傳統的主動土壓力和經驗土壓力的
基礎上，建立了土釘
墻中間大、上下小的四邊形狀分佈的側向土壓力的計算模式。
" prestress anchor ribbed beam support system " is a new practical support technology which came from soil nailing walls system and un - embedded rank of piles with anchors support system that has been used successfully for 4 years by the author and his company named qingdao deep foundation stabilization engineering co., ltd. it " s mechanism is similar to rank of piles with anchors support system that can not be inserted into the bottom of foundation trench, but it " s ribbed beams are used to replace rank of piles made before excavation so the work cycle can be shortened and the support system cost can be reduced ; meanwhile this system maintains the soil nailing wall " s convenience of digging and supporting
「預應力錨桿肋梁支護技術」是筆者及所在單位歷時四年在土釘
墻和無嵌入多錨排樁兩種支護體系
基礎上開發應用成功的一種新型實用性支護技術。其支護機理類似於未嵌入坑底的排樁多錨支護，只是由肋梁代替了開挖前施工的排樁從而提前工期並降低支護造價；同時繼承了土釘
墻隨挖隨支護的機動靈活性。自1998年至今該技術已在青島、濟南、煙臺等十幾個深
基坑和高邊坡工程中成功應用。
( ) i1 t [ lo basi s of " that, we make systemic rosoarcl1 ( ) n l f1o s ( ) cllr i ty ilrct1 i t. cc 1. ljre, dcs i gn out the securi ty so. l ut io11 ; 1l1t ] s l. ci ) i n i, rilc t. i cc ( ) f. s1 ) t } ( t i ; l l network according to the security archi tec turc fr ; tn1e, wi1 icl1 silt i si ! y the need of confidentia1 ity, integri ty, avai 1 abi l i ty, authentj cat ion, authorization and accountable of specia1 network information system
特別是，論文作者在網路安全系統建設的過程中，獨立承擔了中心子網防火
墻、網路入侵檢測系統、病毒防護體系的安裝及管理工作，在詳細了解了ddn鏈路加密、 pki ca體系的建設和使用原理的
基礎上，參與了網路
基礎設施的安裝調試以及各類服務器的配置管理，擬定了《計算機信息系統安全管理規定》 、 《網路ip地址規范》 ，為本單位網路安全建設規劃提出了意見和建議。
Wavelet packet transform is used to improve the snr of the incoherent integral radar echo, and bispectrum algorithm is used for signal detection in this united detecting algorithm, based on the modeling for the through - wall radar echo
在對穿
墻雷達回波信號建模的
基礎上，用聯合演算法將非相干累積后的回波信號經過小波包變換提高信噪比，再用雙譜演算法進行信號檢測。
Using space contact element to analyze load transfer of under ground closed wall
空間接觸單元法分析地下閉合
墻基礎荷載傳遞
In chapter 3, a method to extract engineering quantity information based on relating views is introduced, understanding strategies of drawing information related to engineering quantity, detailed algorithms and its applied example are also introduced at the same time
以土石方工程量為例，給出了功能部件對應圖形信息的理解策略、具體演算法和應用實例。利用
基於中心線最大連通域搜索技術，判別
墻基礎的類型，提出了建立視圖尺寸關系樹以獲取施工圖中圖形實體尺寸的方法。
Pile foundation and continuous wall foundation are widely used in coastal regions, where the character of local soil is always very weak. with the development of design method and the advancement of constructing technology, many new types of pile and continuous wall are applied, like the thin - wall hollow pile and the multi - function continuous wall, which can be used not only as temporary fencing structure, but also as permanent loading structures
軟土地區常見的地下
基礎型式有樁
基礎和地下連續
墻，近年來隨著設計理論和施工工藝設備的發展，樁
基礎及地下連續
墻基礎的型式都有了很大的發展，如薄壁筒樁、集擋土、防滲及承重多功能於一體的地下連續
墻等。
In order to investigate the seismic torsional response of base - isolated structures with frame - shear walls, the lateral - torsion coupling vibration model and the corresponding motion equation are formulated for the high - storey structure with frame - shear wall and isolated foundation under seismic action
摘要為了研究框架剪力墻基礎隔震結構的地震扭轉反應，建立了地震作用下高層框架剪力墻基礎隔震結構的平移扭轉耦聯振動模型和運動方程，分析了單軸偏心基礎隔震結構的平移扭轉耦聯地震響應，並探討了不同偏心率下隔震結構的地震反應。
