該書為第十一屆國際結(jié)構(gòu)工程研討會的論文集,第十一屆國際結(jié)構(gòu)工程研討會將于2010年12月18日~20日在中國廣州召開。本次會議接收的論文為國內(nèi)外結(jié)構(gòu)工程領(lǐng)域的研究人員及專家近兩年所取得的最新成果,具體內(nèi)容包括:“結(jié)構(gòu)分析方法和理論”新型組合結(jié)構(gòu)體系和復(fù)合材料“基于性能設(shè)計方法”先進結(jié)構(gòu)試驗研究技術(shù)“先進傳感技術(shù)、傳感器網(wǎng)絡(luò)、結(jié)構(gòu)監(jiān)測和控制”基礎(chǔ)設(shè)施的防災(zāi)減災(zāi)和防護”地下結(jié)構(gòu)、土與結(jié)構(gòu)相互作用“大型復(fù)雜結(jié)構(gòu)系統(tǒng)、空間結(jié)構(gòu)”大型結(jié)構(gòu)的施工監(jiān)測和控制”結(jié)構(gòu)的可靠性和耐久性“結(jié)構(gòu)的修復(fù)、補強和加固”結(jié)構(gòu)鑒定和損傷識別”結(jié)構(gòu)風(fēng)工程和觀測“智能復(fù)合材料和智能結(jié)構(gòu)”結(jié)構(gòu)維護、管理和生命期成本分析。
Preface
Volume Ⅰ
Volume Ⅱ 2100433B
室內(nèi)設(shè)計軟件:AutoCAD2004(常用)、3Dmax效果圖建模、lightscape3.2渲染軟件,photshop7。0圖片處理軟件。 學(xué)室內(nèi)設(shè)計,首要先看懂設(shè)計圖紙,AutoCAD軟件一般畫施...
大概中文版的更容易接受吧? 畢竟能看懂英文軟件的人員比較少
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第十一屆國際橋梁和結(jié)構(gòu)工程協(xié)會大會將于1980年8月31日~9月5日在奧地利維也納召開。 工作會議議題;安全性設(shè)計;結(jié)構(gòu)物板件特性對計算的影響;結(jié)構(gòu)物理;結(jié)構(gòu)工程中的美學(xué);大型結(jié)構(gòu)工程設(shè)計和施工的管理;在極限狀態(tài)下的工程結(jié)構(gòu);適合的施工方法研究;大跨度橋梁工程發(fā)展趨勢。
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10月31日至11月3日,2006第十一屆國際電力設(shè)備及技術(shù)展覽會在北京國際展覽中心舉行。此次參展企業(yè)匯集了來自德國、韓國、美國、英國、日本等眾多國際電工行業(yè)知名企業(yè)。展會由國家電力監(jiān)管委員會支持,中國電力企業(yè)聯(lián)合會主辦,是目前中國電力行業(yè)規(guī)模最大、專業(yè)觀眾最集中、參展商最全面的行業(yè)展會。在今年的展會上,參展產(chǎn)品匯集了電力產(chǎn)品和電力系統(tǒng)的全線產(chǎn)品。
《第十一屆結(jié)構(gòu)工程國際研討會論文集(英文版)(套裝上下冊)》是由崔杰、馮新、季平茹、金廣騰編寫,全書共分上下兩冊,主要收錄了“第十一屆訴訟結(jié)構(gòu)工程國際研討會”上的論文百余篇,具體內(nèi)容包括《Structural Analysis》《FEM Analysis for Stiffness of Hollow Spherical Joints with Rib Stiffeners》《Seismic response Analysis for UHVDC Air Type Smoothing Reactors》《Energy Dissipation at Extemal Diaphragm Connection of 3D Steel Frames Used CHS Column and H-Shaped Beam under Cyclic Loading》等。
Preface
Volume Ⅰ
Structural Analysis
Punching Shear Resistance of Shearhead Connection between Flat Slab and Tubular Column
FEM Analysis for Stiffness of Hollow Spherical Joints with Rib Stiffeners
The Influence of Joint's Stiffness on Stability of Reticulated Shell
The Influence of Damping Ratio on Response Modification Factor and Displacement Amplification Factor
Experimental Study on Direct Performance-based Behaviour of High-Performance Concrete Shear Walls
Mechanical Property Discussing of Double-cellReinforced Concrete Rectangular Liquid-storage Structure under Temperature Effects
Parameter Determination About Loess Tunnel Analysis Model under Earthquake Action
Fragility Analysis Method for Irregular Plan Reinforced Concrete Frame Structures
Study on Relationship between Chloride Diffusion in Concrete and Time
Failure Risk Analysis for Levee Slope in Consideration of Influence of Immersional Wetting
Modified Solution Strategy of Framed Structures for Geometrically Nonlinear Analysis
Nonlinear Finite Element Anaylsis of Beam String Structure
Seismic response Analysis for UHVDC Air Type Smoothing Reactors
Experimental Study on Complete Stress-strain Curve of Expanded Polystyrene Lightweight Concrete under Uniaxial Loading
The Reliability of Workshops by Fuzzy Comprehensive Evaluation
Research on Shear Performance of Stiffened Steel Shear Wall with Slits
The Performance Index Limits for Ductile RC Shear Wall Components Based on Chinese Codes
Energy Dissipation at Extemal Diaphragm Connection of 3D Steel Frames Used CHS Column and H-Shaped Beam under Cyclic Loading
Response of Multiple-degree-of-freedom Flexible Structures to Random Excitation
Assessment of Probability of Collapse for an MRF Subjected to Near-Fault Ground Motions
Study on Influence of Stress Wave Effect for Impact Bifurcation Buckling of Axial Compression Bars with Different Boundary Conditions
Damage Mechanism of Reinforced Concrete Slab under Intemal Blast Loading
Research on Relations between Behaviour and Construction Parameters of Semi-rigid Connections
Analysis of Dynamic Characters of Xiaoyan Tower Based on Interaction of Soil and Structrue
Study on Frame Structure Vibration Control Mechanism oflnfill Walls as TMD
Yield Line Model for Predicting the Static Strength of Tubular T-Joints with Collar Plate Reinforcement
New Variable Structure Control with Compensator for Building Structure
The Effects of Time-dependent Behavior on Cable State of Existing Cable-stayed Bridge
The Finite Element Analysis of Double-tube Buckling Restrained Braces
Model Updating Using Substructural Modal Data
Spatial Integral Analysis of 330kV Substation Framework
Finite Element Analysis of Steel Reinforced Lightweight Concrete Beams Based on Bond-slip Relationship
Study on the Anchorage Length of the Steel Reinforced Lightweight Aggregate Concrete
Limit Analysis of Structures Containing Flaws Based on the Elastic Modulus Reduction Method
Shaking Table Tests and Numerical Analysis of Structural Model of China Pavilion for Expo 20 I0 Shanghai
Comparative Shaking Table Model Tests on the Soil-pile-structure Interaction System in Various Liquefiable Soils
Analysis of Moment Rotation Relationships of Ultra-high Performance Concrete Slabs
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第十五屆結(jié)構(gòu)工程國際研討會(ISSE-15)將于2018年10月24-27日在杭州舉行,會議由國家自然科學(xué)基金委員會(NSFC)主辦,浙江大學(xué)承辦。該會議已經(jīng)成為結(jié)構(gòu)工程領(lǐng)域以世界華人學(xué)術(shù)骨干為主體、特色鮮明的國際學(xué)術(shù)會議?!兜谑鍖媒Y(jié)構(gòu)工程國際研討會論文摘要集(英文版)》為該會議論文集,報道了國際結(jié)構(gòu)工程領(lǐng)域的新研究成果。