Horizontal Translocation of a High-Rise Building: Case Study-Reference-Cited by-同舟云学术

Horizontal Translocation of a High-Rise Building: Case Study

Published:2013-06 Issue:3 Volume:27 Page:235-243
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Guo Tong¹,Li Aiqun²,Wei Longwu³,Gu Yu⁴

Affiliation:

1. Professor, Key Laboratory of Concrete and Prestressed Concrete Structures, Ministry of Education, Southeast Univ., Nanjing 210096, P.R. China; Researcher, State Key Lab of Subtropical Building Science, South China Univ. of Technology, Guangzhou 510640, P.R. China (corresponding author).

2. Professor, School of Civil Engineering, Southeast Univ., Nanjing 210096, P.R. China.

3. Professor of Engineering, Jiangsu Hongji Science-Technology Co., Ltd., 6 Danfeng Xinyu, 5th Floor, Nanjing 210018, P.R. China.

4. Postgraduate Researcher, School of Civil Engineering, Southeast Univ., Nanjing 210096, P.R. China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000320

Reference8 articles.

1. Chinese National Standard of the People’s Republic of China. (2002). “Code for design of concrete structures.” GB 50010-2002 Beijing (in Chinese).

2. CONSTRUCTION OF THE NEW COLEMAN BRIDGE: FIFTH ROEBLING LECTURE, 1997

3. Integral Lifting and Seismic Isolation Retrofit of Great Hall of Nanjing Museum

4. A mammoth building;Koster G. J.;Struct. Mover,2001

5. Moving a Reinforced-Concrete Building: Case Study

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