Architecture Research on Transport Information Services of EXPO 2010 Shanghai China
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Shanghai, China's Capital of Modernity
SHANGHAI, CHINA’S CAPITAL OF MODERNITY: THE PRODUCTION OF SPACE AND URBAN EXPERIENCE OF WORLD EXPO 2010 by GARY PUI FUNG WONG A thesis submitted to The University of Birmingham for the degree of DOCTOR OF PHILOSOHPY School of Government and Society Department of Political Science and International Studies The University of Birmingham February 2014 University of Birmingham Research Archive e-theses repository This unpublished thesis/dissertation is copyright of the author and/or third parties. The intellectual property rights of the author or third parties in respect of this work are as defined by The Copyright Designs and Patents Act 1988 or as modified by any successor legislation. Any use made of information contained in this thesis/dissertation must be in accordance with that legislation and must be properly acknowledged. Further distribution or reproduction in any format is prohibited without the permission of the copyright holder. ABSTRACT This thesis examines Shanghai’s urbanisation by applying Henri Lefebvre’s theories of the production of space and everyday life. A review of Lefebvre’s theories indicates that each mode of production produces its own space. Capitalism is perpetuated by producing new space and commodifying everyday life. Applying Lefebvre’s regressive-progressive method as a methodological framework, this thesis periodises Shanghai’s history to the ‘semi-feudal, semi-colonial era’, ‘socialist reform era’ and ‘post-socialist reform era’. The Shanghai World Exposition 2010 was chosen as a case study to exemplify how urbanisation shaped urban experience. Empirical data was collected through semi-structured interviews. This thesis argues that Shanghai developed a ‘state-led/-participation mode of production’. -
Comparison Between Steel Arch Bridges in China and Japan
Journal of JSCE, Vol. 1, 214-227, 2013 COMPARISON BETWEEN STEEL ARCH BRIDGES IN CHINA AND JAPAN Kangming CHEN1, Shozo NAKAMURA2, Baochun CHEN3, Qingxiong WU3 and Takafumi NISHIKAWA4 1Student Member of JSCE, PhD Candidate, Dept. of Civil and Environmental Eng., Nagasaki University (1-14, Bukyo-machi, Nagasaki 852-8521, Japan) 2Member of JSCE, Professor, Dept. of Civil and Environmental Eng., Nagasaki University (1-14, Bukyo-machi, Nagasaki 852-8521, Japan) E-mail: [email protected] 3Professor, College of Civil Eng., University of Fuzhou (2, Xueyuan Road, Minhou, Fuzhou 350108, China) 4Member of JSCE, Assistant Professor, Dept. of Civil and Environmental Eng., Nagasaki University (1-14, Bukyo-machi, Nagasaki 852-8521, Japan) A review of the current status and progress of steel arch bridges in China and Japan, as well as an outline of the design vehicle load and design method against global buckling for such bridges, is presented in this paper. The existing steel arch bridges in China and Japan were analyzed in terms of year of completion, main span length, structure type, main arch rib form and construction method. It is shown that the steel arch bridge in China has developed rapidly since 2000, characterized by a long main span, while in Japan it has stepped into a fast-growing period since 1955, with medium and small bridges holding a great majority. As for the main span length, most of the bridges have a span from 100m to 250m in China, while majority of bridges are shorter than 150m in Japan. Over 80% of the bridges in China are through and half-through bridge types, and the arch ribs are hingeless structures. -
China Megastructures: Learning by Experience
AC 2009-131: CHINA MEGASTRUCTURES: LEARNING BY EXPERIENCE Richard Balling, Brigham Young University Page 14.320.1 Page © American Society for Engineering Education, 2009 CHINA MEGA-STRUCTURES: LEARNING BY EXPERIENCE Abstract A study abroad program for senior and graduate civil engineering students is described. The program provides an opportunity for students to learn by experience. The program includes a two-week trip to China to study mega-structures such as skyscrapers, bridges, and complexes (stadiums, airports, etc). The program objectives and the methods for achieving those objectives are described. The relationships between the program objectives and the college educational emphases and the ABET outcomes are also presented. Student comments are included from the first offering of the program in 2008. Introduction This paper summarizes the development of a study abroad program to China where civil engineering students learn by experience. Consider some of the benefits of learning by experience. Experiential learning increases retention, creates passion, and develops perspective. Some things can only be learned by experience. Once, while the author was lecturing his teenage son for a foolish misdeed, his son interrupted him with a surprisingly profound statement, "Dad, leave me alone....sometimes you just got to be young and stupid before you can be old and wise". As parents, it's difficult to patiently let our children learn by experience. The author traveled to China for the first time in 2007. He was blindsided by the rapid pace of change in that country, and by the remarkable new mega-structures. More than half of the world's tallest skyscrapers, longest bridges, and biggest complexes (stadiums, airports, etc) are in China, and most of these have been constructed in the past decade. -
Mandarin Chinese 4
® Mandarin Chinese 4 Reading Booklet & Culture Notes Mandarin Chinese 4 Travelers should always check with their nation’s State Department for current advisories on local conditions before traveling abroad. Booklet Design: Maia Kennedy © and ‰ Recorded Program 2013 Simon & Schuster, Inc. © Reading Booklet 2016 Simon & Schuster, Inc. Pimsleur® is an imprint of Simon & Schuster Audio, a division of Simon & Schuster, Inc. Mfg. in USA. All rights reserved. ii Mandarin Chinese 4 ACKNOWLEDGMENTS VOICES Audio Program English-Speaking Instructor . Ray Brown Mandarin-Speaking Instructor . Zongyao Yang Female Mandarin Speaker. Xinxing Yang Male Mandarin Speaker . Pengcheng Wang Reading Lessons Male Mandarin Speaker . Jay Jiang AUDIO PROGRAM COURSE WRITERS Yaohua Shi Christopher J. Gainty EDITORS Shannon D. Rossi Beverly D. Heinle READING LESSON WRITERS Xinxing Yang Elizabeth Horber REVIEWER Zhijie Jia PRODUCER & DIRECTOR Sarah H. McInnis RECORDING ENGINEER Peter S. Turpin Simon & Schuster Studios, Concord, MA iiiiii Mandarin Chinese 4 Table of Contents Introduction Mandarin .............................................................. 1 Pictographs ........................................................ 2 Traditional and Simplified Script ....................... 3 Pinyin Transliteration ......................................... 3 Readings ............................................................ 4 Tonality ............................................................... 5 Tone Change or Tone Sandhi ............................ 8 Pinyin Pronunciation -
China's Major Bridges Summary 1. Background
China’s Major Bridges Maorun FENG Maorun Feng, born in 1942, graduated from the Tangshan Professor Railway Institute with a Master’s Chairman of Technical degree, has been engaged in the Consultative Committee, design and research of bridges for 40 Ministry of years. He is the Chairman of Technical Consultative Committee Communications and the Former Chief Engineer of the Beijing, China State Ministry of Communications. He is also the current Chairman of China Association of Highway and Waterway Engineering Consultants. [email protected] . Summary In response to continuous economic development over the past 30 years, China has mobilized a program of large scale bridge construction. The technology of various types of bridges, including girder bridges, arch bridges, and cable-supported bridges, has been developed rapidly. Bridge spanning capacity has been continuously improved. Girder bridges with main span of 330 m, arch bridges with main span of 550 m, cable-stayed bridges with main span of 1088 m and suspension bridges with main span of 1650 m have already been built. Moreover, two sea-crossing bridges with overall length over 30 km have also been opened to traffic. This paper briefly introduces China’s major bridges, including girder bridges with spans greater than 200 m, arch bridges with spans greater than 400 m, cable-stayed bridges with spans greater than 600 m, and suspension bridges with spans greater than 1200 m. These bridges represent technological progress in such aspects as structural system, materials, as well as construction methods and equipment. Key words: girder bridge, arch bridge, cable-supported bridge, cable-stayed bridge, suspension bridge, steel-concrete composite bridge 1. -
Nice Day for a Red Wedding?
Advertising Hotline 400 820 84287 Nice day for a red wedding? 城市漫步上海 英文版 10 月份 国内统一刊号: CN 11-5233/GO China Intercontinental Press PLUS MASK APPEAL OF PHANTOM OF THE OPERA CHEF STILLER HEADS FOR THE MOGANSHAN HILLS + MEET RORY MCILROY, JUSTIN MARSHALL AND MAD, BAD MIKEY TYSON... OCTOBER 2013 More Comfort & More Style q0OF#FESPPN'PVS#FESPPN'MBU ďTRNFUFST "WBJMBCMF q#VJMU*O8BUFS1VSJçDBUJPO4ZTUFNGPS%JSFDU$POTVNQUJPO q#VJMU*O"JS1VSJçFS q#VJMUJOBEBQUFS WW q'SFF.##SPBECBOE"DDFTTX*157 q'VMMZ&RVJQQFEXJUIBMM&MFDUSJDBM"QQMJBODFT q"DDFTTJCMFUP4IPQQJOH.BMMBOE'PPE7FOVF q&BTZ"DDFTTUP.FUSP-JOFT (8621) 64070111 1 Hongqiao Road, Shanghai, 200030 [email protected] / www.grandgateway.com grandgateway66_thats_210X287.indd 1 that’s Shanghai 《城市漫步》上海版 英文月刊 主管单位 : 中华人民共和国国务院新闻办公室 Supervised by the State Council Information Office of the People's Republic of China 主办单位 : 五洲传播出版社 地址 : 中国北京 海淀区北三环中路 31 号生产力大楼 B 座 7 层 邮编 100088 Published by China Intercontinental Press Address: B-721 Shengchanli Building, No. 31 Beisanhuan Zhonglu, Haidian District, Beijing 100088, PRC http://www.cicc.org.cn 社长 President of China Intercontinental Press: 李红杰 Li Hongjie 期刊部负责人 Supervisor of Magazine Department: 邓锦辉 Deng Jinhui 主编 Executive Editor: 袁保安 Yuan Baoan Editor Ned Kelly Deputy Editor Monica Liau Section Editors Marianna Cerini, Lauren Hogan Events Editors Tongfei Zhang, Zoey Zha Web Editor Lauren Hogan Photographer Liva Koziola Cover image by Liva Koziola Contributors Jamie Barys, Eveline Chao, Dr. Eunice Chen, Andrew Chin, Aelred Doyle, Mark Dryer, Abie Epstein, Felix Hamer, RFH, Karoline Kan, Tom Lee, Trevor Marshallsea, Jessica Pu, James Stockdale Copy Editor Aelred Doyle Urbanatomy Media Shanghai (Head office)上 海和舟广告有限公司 上海市澳门路 872 弄 10 号 邮政编码 : 200060 No. -
Comprehensive Fastener Exhibition with Max Return for Fastener Industry
Comprehensive Fastener Exhibition with Max Return for Fastener Industry Driven by positive market trend, over 800 exhibitors will booked their booths at International Fastener Show China in Shanghai on June 22-24, 2020. The organization committee of International Fastener Show China has announced that International Fastener Show China will take place from 22 to 24 June 2020 in hall 1 and hall 2 at Shanghai World Expo Exhibition and Convention Center (SWEECC) in Shanghai China, providing a great networking opportunity for experts, buyers and sellers in the industry. SWEECC is considered as the primary choice for the professionals of first-class international events and located on the east riverside of the Huangpu River, west of the Shanghai World Expo Axis, is adjoined with the China Pavilion, Performance Centre and Expo Centre by the Expo Axis. The convenient transportation results from SWEECC’s excellent location connected by the over-river thoroughfares, such as: Nanpu Bridge, Lupu Bridge, Dapu Tunnel, Shangnan Rd. and Yaohua Rd.. SWEECC is in the area which is surrounded by dozens of bus stations. The through metro line 7,8 that starts at Yaohua station will take you to the destination as well. More than 800 exhibitors will exhibit in International Fastener Show China from several countries and regions including Germany, Italy, China, USA, South Korea, Japan, UK, Taiwan region and Hongkong region, and booths are still available. With such a wide range of exhibitors, this unique fair attracts professional visitors from the automotive, agricultural, aerospace, hardware, construction and civil engineering sectors, some being major users of fasteners and fastener distributors. -
Sourcing Mission to China: October 2010
TRADE PROMOTION PROGRAM IN TAJIKISTAN PHASE III SOURCING MISSION TO CHINA: OCTOBER 2010 BY SAIDMUMIN KAMOLOV, NATIONAL PROGRAM MANAGER INPUTS BY ITC NATIONAL CONSULTANTS: DARIA AMIROVA, ARDASHER IBRAGIMOV, RUSTAM SHADIBEKOV TABLE OF CONTENTS Project objectives and background ............................................................................. 3 Overall project objectives ............................................................................................ 3 Mission objective, structure and preparation ............................................................... 3 Objective ..................................................................................................................... 3 Why China? ................................................................................................................ 3 Structure of mission .................................................................................................... 4 Pre – mission preparation ........................................................................................... 5 Evaluation and feedbacks ........................................................................................... 5 Media coverage .......................................................................................................... 6 Overview of initial findings .......................................................................................... 6 ANNEX 1 – Agenda ................................................................................................... -
APSS2010, 2 Aug., Tokyo Limin Sun, Tongji Univ. 1
APSS2010, 2 Aug., Tokyo Contents • Chinese bridges –Historic bridges –Modern bridges Chinese Bridges and Health Monitoring Systems • Structural health monitoring (SHM) systems –SHM for bridge in China Limin Sun –Case study –SHM for Donghai Bridge – Department of Bridge Engineering, Performance diagnosis – Tongji University, Shanghai, China Consideration on design of SHM system Limin Sun, Tongji.Univ., China APSS2010 1 Limin Sun, Tongji.Univ., China APSS2010 2 Chinese historic bridges Chinese historic bridges Pingan Bridge (BC1152), Fujian Step Bridge, Zhejiang Zhaozhou Bridge (BC605), Hebei Limin Sun, Tongji.Univ., China APSS2010 3 Limin Sun, Tongji.Univ., China APSS2010 4 Chinese historic bridges (cont.) Chinese historic bridges (cont.) Hong Bridge, Henan Lounge Bridge, Zhejiang Luding Bridge (BC1702), Sichuan Chengyang Bridge (BC1924), Guangxi Limin Sun, Tongji.Univ., China APSS2010 5 Limin Sun, Tongji.Univ., China APSS2010 6 Limin Sun, Tongji Univ. 1 APSS2010, 2 Aug., Tokyo Chinese historic bridges (cont.) Summary(1) • Bridge structural types –girder, arch, suspension, cable-stayed • Materials –timber, stone, iron & steel, concrete, CFRP? Qiantang River Bridge (BC1937), Zhejiang • Durability –stone > wood >? iron & steel, concrete Wuhan Yangtze River Bridge (BC1957), Hubei Limin Sun, Tongji.Univ., China APSS2010 7 Limin Sun, Tongji.Univ., China APSS2010 8 Chinese modern bridges Limin Sun, Tongji.Univ., China APSS2010 9 Limin Sun, Tongji.Univ., China APSS2010 10 Major cable-stayed bridges completed or under construction in China continue (L≥400m) Main Yr.of Main Yr.of NO. Pictures Name Location Type NO. Pictures Name Location Type Span/m Completion Span/m Completion Steel‐ 2nd Chongqing Concrete concrete 6 Bridge over Yangtze Chongqing 444 1996 1 Nanpu Bridge Shanghai 423 1991 Beam Composed River Beam Yunyang Bridge Hubei Concrete 2 414 1993 7 Xupu Bridge Shanghai 1996 1996 Hybrid Beam over Han River Prov. -
Bluff Body Aerodynamics Application in Challenging Bridge Span Length
BBAA VI International Colloquium on: Bluff Bodies Aerodynamics & Applications Milano, Italy, July, 20-24 2008 BLUFF BODY AERODYNAMICS APPLICATION IN CHALLENGING BRIDGE SPAN LENGTH ∗ ∗ Yao-Jun Ge ∗∗, and Hai-Fan Xiang ∗∗ ∗Department of Bridge Engineering State Key Laboratory for Disaster Reduction in Civil Engineering Tongji University, 1239 Siping Road, Shanghai 200092, China e-mail: [email protected] Keywords: Suspension Bridge, Cable-Stayed Bridge, Arch Bridge, Aerodynamic Challenges. 1 INTRODUCTION With the rapid increase of bridge span length, bridge structures are becoming more flexible, which requires bluff body aerodynamics studies related to bridge deck flutter instability and vortex induced vibration, as well as stay cable vibration. Aerodynamic stabilization of several suspension bridges recently built in China is introduced hereafter, and followed by aerodynamic feasibility study of a 5000m-span suspension bridge. Since cable-stayed bridges intrinsically have quite good aerodynamic stability against flutter oscillation, rain-wind induced vibration and mitigation are discussed as a main concern in most long-span cable- stayed bridges. Compared to suspension bridges and cable-stayed bridges, the arch bridge has relatively shorter span, but higher stiffness so that long-span arch bridges may not have wind- induced problem except for Shanghai Lupu Bridge that suffers vortex-induced vibration. 2 AERODYNAMIC STABILIZATION OF SUSPENSION BRIDGES Ten longest-span suspension bridges in the world are listed in Table 1, which provides not only general figures about span, year of completion and location, but also specific information related to wind resistance performance. The top four suspension bridges suffered wind- induced problems, and some control measures have been adopted in practice. -
Triple-Girder Model for Modal Analysis of Cable-Stayed Bridges with Warping Effect L.D
http://www.paper.edu.cn Engineering Structures 22 (2000) 1313–1323 www.elsevier.com/locate/engstruct Triple-girder model for modal analysis of cable-stayed bridges with warping effect L.D. Zhu a, H.F. Xiang a, Y.L. Xu b,* a College of Civil Engineering, Tongji University, Shanghai 200092, People’s Republic of China b Department of Civil and Structural Engineering, The Hong Kong Polytechnic University, Hung Hom, Kowloon, Hong Kong Received 9 February 1999; received in revised form 19 July 1999; accepted 29 July 1999 Abstract In the modal analysis of cable-stayed bridges using the finite element approach, the single-girder model or the double-girder model is often adopted for modeling the bridge deck. These two models are simple and easy to embody in commercial software packages, but the warping stiffness (constant) of bridge deck cannot be properly taken into consideration. This paper thus presents a triple-girder model consisting of one central girder and two side girders symmetrically connected to each other by transverse links. The proposed triple-girder model can easily consider the warping stiffness and other section properties of the bridge deck, and at the same time keep the user-friendly features in the single-girder model. The Nanpu cable-stayed bridge, built recently in China, is then taken as a case study to verify the rationality of the proposed triple-girder model through a comparison with measured data. The study shows that the modal properties of the cable-stayed bridge obtained from the modal analysis using the triple-girder model are more reasonable and close to the measured data. -
Recent Achievements and Challenge of Long Span Bridges in China
Crimson Publishers Opinion Wings to the Research Recent Achievements and Challenge of Long Span Bridges in China Hongmei Tan1,2* and Xiuping Wu1,2 1State Key Laboratory Breeding Base of Mountain Bridge and Tunnel Engineering, China 2Mountain Bridge and Materials Engineering Research Center of Ministry of Education, China ISSN: 2639-0574 Opinion Recently, bridges are becoming longer, wider and more sophisticated in China and over the world, in particular, with longer span length or so-called long span bridges. Nevertheless, achievements and challenge are coexisting in girder, arch, cable-stayed and suspension types. Long span girder bridges Girder bridges are most widely used bridge type with three sub-categories, simply supported system, continuous system and continuous rigid frame system. The current longest span of simply supported beam bridge is only 76m while continuous beam bridge has the longest span of 165m. Continuous rigid frame bridge has the shortest history but the greatest bridging capacity in girder bridges. The span length of this type of girder bridge *1Corresponding author: State Key Laboratory Breeding Base of Mountain Bridge and Tunnel Hongmei Engineering, Tan, nd Mountain Bridge and Materials Engineering firstly exceeded 250m in Humen Bridge of 270m China in 1997, and gradually increased to Research Center of Ministry of Education, 330mFor in the the 2 2nd Shibanpo Shibanpo Bridge, Bridge the in Chinabox girder in 2006. bridge’s long span was made economically and China Submission: technologically feasible by using steel-concrete hybrid structures, within which a 103m steel box girder to reduce the weight of the structure. Therefore, the maximum hogging moment of Published: May 21, 2019 box girder in the middle of the 330 m main span, is connecting monolithically to the concrete May 23, 2019 the 330m spanned hybrid girder is about the same as the 270m spanned Humen Secondary Bridge with PC girder.