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土木工程結(jié)構(gòu)創(chuàng)新與可持續(xù)發(fā)展論壇論文集(全二冊(cè))

土木工程結(jié)構(gòu)創(chuàng)新與可持續(xù)發(fā)展論壇論文集(全二冊(cè))

定 價(jià):¥300.00

作 者: 沈祖炎、等
出版社: 東南大學(xué)出版社
叢編項(xiàng):
標(biāo) 簽: 建筑結(jié)構(gòu)

ISBN: 9787564109998 出版時(shí)間: 2008-01-01 包裝: 平裝
開本: 16開 頁數(shù): 1528 字?jǐn)?shù):  

內(nèi)容簡(jiǎn)介

  《土木工程結(jié)構(gòu)創(chuàng)新與可持續(xù)發(fā)展論壇論文集(全2冊(cè))(英文版)》為“土木工程結(jié)構(gòu)創(chuàng)新與可持續(xù)發(fā)展論壇論文集”,英文版。全書分為上下兩冊(cè),《土木工程結(jié)構(gòu)創(chuàng)新與可持續(xù)發(fā)展論壇論文集(全2冊(cè))(英文版)》是在“鋼筋混凝土及預(yù)應(yīng)力混凝土基本理論國(guó)際學(xué)術(shù)研討會(huì)”的基礎(chǔ)上集結(jié)而成。在該會(huì)議上,10位國(guó)際著名學(xué)者做了大會(huì)主題報(bào)告,14位國(guó)際知名學(xué)者做了邀請(qǐng)報(bào)告,100多位代表做了專題報(bào)告,國(guó)際結(jié)構(gòu)混凝土協(xié)會(huì)FIB主席G.Mancini教授也專程從意大利趕來參加會(huì)議。大會(huì)就土木工程新材料及其應(yīng)用、工程結(jié)構(gòu)的創(chuàng)新、結(jié)構(gòu)的耐久性和健康監(jiān)測(cè)、結(jié)構(gòu)防災(zāi)及減災(zāi)性能研究等議題進(jìn)行了充分的研討與交流。

作者簡(jiǎn)介

暫缺《土木工程結(jié)構(gòu)創(chuàng)新與可持續(xù)發(fā)展論壇論文集(全二冊(cè))》作者簡(jiǎn)介

圖書目錄

ASSESSMENT OF A GLOBAL RESISTANCE FACTOR FOR REINFORCED CONCRETE COLUMNS BY PARAMETRIC ANALYSIS
NEAR SURFACE MOUNTED REINFORCEMENT TO STRENGTHEN CONCRETE STRUCTURES
NEW ADVANCES ON STRUCTURAL HEALTH MONITORING FOR RUNYANG YANGTSE RIVER BRIDGE
DURABILITY MECHANICS FOR LIFE-CYCLE ASSESSMENT OF CONCRETE STRUCTURES
STATE-OF-THE-ART OF ADVANCED FRP APPLICATIONS IN CIVIL INFRASTRUCTURE AT IBARAKI UNIVERSITY
PDEM-BASED STOCHASTIC RESPONSE AND RELIABILITY ANALYSIS OF STRUCTURES
EFFECTS OF RESIDUAL STRESSES ON FLEXURAL BUCKLING BEHAVIOR OF STEEL COLUMNS FIRE
SUSTAINABILITY OF TIMBER BRIDGES-THE MAGIC TRIANGLE DIRECTIONAL DRAWINGS- MAINTENANCE COSTS-LIFETIME
STUDY ON NON-LINEAR EARTHQUAKE RESPONSE OF MULTI-RIBBED COMPOSITE SLAB STRUCTURE WITH THE MICRO-ANALYSIS MODEL
ANALYSIS OF DYNAMIC RESPONSE AND VEHICLE RUNNING SAFETY IN LIM TRAIN--BRIDGE SYSTEM
ANALYSIS OF CABLE-STAYED CONCRETE FILLED STEEL TUBE ARCH BRIDGE
RESEARCH AND ESTIMATION OF BEARING CAPACITY OF THE EXISTING STONE ARCH BIRDGE
ANALYSIS ON THE STATIC BEHAVIOR OF CABLE-STAYED SUSPENSION BRIDGES
ABILITY AND DESIGN OF INCLINED STIFFENER IN PANEL ZONE
……

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