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Fukuzawa; H. Morikawa; K. Makibe; Y. Mihara...Floor slabs were steel decks with lightweight concrete...

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Title: Analyses of Structural Responses and Damages of World Trade Center Tower 2 Due to Impact of Aircraft Crashed Authors: Norihide Koshika, Kajima Corporation Shigeru Yoshikai, Kajima Corporation R. Fukuda, Kajima Corporation E. Fukuzawa, Kajima Corporation H. Morikawa, Kajima Corporation K. Makibe, Kajima Corporation Y. Mihara, Kajima Corporation Subjects: Building Case Study Structural Engineering Keyword: Structure Publication Date: 2003 Original Publication: CTBUH / CIB Kuala Lumpur 2003 Conference Paper Type: 1. Book chapter/Part chapter 2. Journal paper 3. Conference proceeding 4. Unpublished conference paper 5. Magazine article 6. Unpublished © Council on Tall Buildings and Urban Habitat / Norihide Koshika; Shigeru Yoshikai; R. Fukuda; E. Fukuzawa; H. Morikawa; K. Makibe; Y. Mihara ctbuh.org/papers

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Page 1: Fukuzawa; H. Morikawa; K. Makibe; Y. Mihara...Floor slabs were steel decks with lightweight concrete supported by ... High-strength bolts were used for connection. 2.3 Inner core structure

Title: Analyses of Structural Responses and Damages of World Trade CenterTower 2 Due to Impact of Aircraft Crashed

Authors: Norihide Koshika, Kajima CorporationShigeru Yoshikai, Kajima CorporationR. Fukuda, Kajima CorporationE. Fukuzawa, Kajima CorporationH. Morikawa, Kajima CorporationK. Makibe, Kajima CorporationY. Mihara, Kajima Corporation

Subjects: Building Case StudyStructural Engineering

Keyword: Structure

Publication Date: 2003

Original Publication: CTBUH / CIB Kuala Lumpur 2003 Conference

Paper Type: 1. Book chapter/Part chapter2. Journal paper3. Conference proceeding4. Unpublished conference paper5. Magazine article6. Unpublished

© Council on Tall Buildings and Urban Habitat / Norihide Koshika; Shigeru Yoshikai; R. Fukuda; E.Fukuzawa; H. Morikawa; K. Makibe; Y. Mihara

ctbuh.org/papers

http://ctbuh.org/papers

Page 2: Fukuzawa; H. Morikawa; K. Makibe; Y. Mihara...Floor slabs were steel decks with lightweight concrete supported by ... High-strength bolts were used for connection. 2.3 Inner core structure

Page 3: Fukuzawa; H. Morikawa; K. Makibe; Y. Mihara...Floor slabs were steel decks with lightweight concrete supported by ... High-strength bolts were used for connection. 2.3 Inner core structure

Page 4: Fukuzawa; H. Morikawa; K. Makibe; Y. Mihara...Floor slabs were steel decks with lightweight concrete supported by ... High-strength bolts were used for connection. 2.3 Inner core structure

Page 5: Fukuzawa; H. Morikawa; K. Makibe; Y. Mihara...Floor slabs were steel decks with lightweight concrete supported by ... High-strength bolts were used for connection. 2.3 Inner core structure

Page 6: Fukuzawa; H. Morikawa; K. Makibe; Y. Mihara...Floor slabs were steel decks with lightweight concrete supported by ... High-strength bolts were used for connection. 2.3 Inner core structure

Page 7: Fukuzawa; H. Morikawa; K. Makibe; Y. Mihara...Floor slabs were steel decks with lightweight concrete supported by ... High-strength bolts were used for connection. 2.3 Inner core structure

Page 8: Fukuzawa; H. Morikawa; K. Makibe; Y. Mihara...Floor slabs were steel decks with lightweight concrete supported by ... High-strength bolts were used for connection. 2.3 Inner core structure

Page 9: Fukuzawa; H. Morikawa; K. Makibe; Y. Mihara...Floor slabs were steel decks with lightweight concrete supported by ... High-strength bolts were used for connection. 2.3 Inner core structure

Page 10: Fukuzawa; H. Morikawa; K. Makibe; Y. Mihara...Floor slabs were steel decks with lightweight concrete supported by ... High-strength bolts were used for connection. 2.3 Inner core structure

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