Validating Wind-Induced Response of Tall Buildings: Synopsis of the Chicago Full-Scale Monitoring Program-Reference-Cited by-同舟云学术

Validating Wind-Induced Response of Tall Buildings: Synopsis of the Chicago Full-Scale Monitoring Program

Published:2006-10 Issue:10 Volume:132 Page:1509-1523
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Kijewski-Correa Tracy¹²³⁴⁵,Kilpatrick John¹²³⁴⁵,Kareem Ahsan¹²³⁴⁵,Kwon Dae-Kun¹²³⁴⁵,Bashor Rachel¹²³⁴⁵,Kochly Michael¹²³⁴⁵,Young Bradley S.¹²³⁴⁵,Abdelrazaq Ahmad¹²³⁴⁵,Galsworthy Jon¹²³⁴⁵,Isyumov Nicholas¹²³⁴⁵,Morrish Dave¹²³⁴⁵,Sinn Robert C.¹²³⁴⁵,Baker William F.¹²³⁴⁵

Affiliation:

1. Rooney Family Assistant Professor, Univ. of Notre Dame, 156 Fitzpatrick Hall, Notre Dame, IN 46556 (corresponding author). E-mail: tkijewsk@nd.edu

2. Graduate Student, The Boundary Layer Wind Tunnel, Faculty of Engineering, The Univ. of Western Ontario, London ON, Canada N6A 5B9. E-mail: jkilpatr@uwo.ca

3. Robert M. Moran Professor, Univ. of Notre Dame, 156 Fitzpatrick Hall, Notre Dame, IN 46556. E-mail: kareem@nd.edu

4. Postdoctoral Research Associate, Univ. of Notre Dame, 156 Fitzpatrick Hall, Notre Dame, IN 46556. E-mail: daekun.kwon.4@nd.edu

5. Graduate Student, Univ. of Notre Dame, 156 Fitzpatrick Hall, Notre Dame, IN 46556. E-mail: rstansel@nd.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282006%29132%3A10%281509%29

Reference46 articles.

1. Apache Software Foundation. (2004). ⟨ http://www.apache.org ⟩ (July 15 2004).

2. ASCE. (2003). “Minimum design loads for buildings and other structures.” SEI/ASCE 7-02 Reston Va.

3. Chen X. and Kareem A. (2004). “Coupled building response analysis using HFFB: Some new insights.” Proc. 5th Int. Colloquium on Bluff Body Aerodynamics and Applications Ottawa.

4. Dynamic Wind Effects on Buildings with 3D Coupled Modes: Application of High Frequency Force Balance Measurements

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