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SOM, Director, Structural Engineering | New York City, United States
As the director in charge of Structural Engineering for SOM New York, Charles Besjak works closely with structural engineering and architectural design teams to develop a diverse array of projects. A licensed structural and professional engineer as well as a licensed architect, Mr. Besjak brings over 20 years of experience in the design and construction industry to SOM. His projects include some of SOM’s tallest buildings, 450-meter tall Zifeng Tower in Nanjing, China; 309-meter tall Pearl River Tower in Guangzhou, China and the 510-meter tall Busan Tower in Busan, South Korea.
Annual Conference, Presenter (China 2016)
12 October 2011
Seoul Conference 2011 Track Session 26: Q&A
Question & Answers session for Track Session 26.
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01 March 2017
Effects of Perimeter to Core Connectivity on Tall Building Behavior
Charles Besjak, Preetam Biswas, Georgi I. Petrov, et al., Skidmore, Owings & Merrill LLP
The Pertamina Energy Tower (PET) and Manhattan West North Tower (MWNT) are two supertall towers recently designed and engineered by Skidmore, Owings & Merrill (SOM)....
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01 December 2016
The Rational Optimization and Evolution of the Structural Diagonal Aesthetic in Supertall Towers
Charles Besjak, Preetam Biswas & Tobias Fast, SOM
In the design of supertall towers, engineers often find the conventional frame systems used in countless buildings in the past decades incapable of providing the...
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12 October 2011
Seoul Conference 2011 Track Session 26: Q&A
Question & Answers session for Track Session 26.
10 October 2011
Busan Lotte Tower: Integrating Programmatic and Structural Strategies
Standing at over 510 meters with 107 floors, the Busan Lotte Town Tower will play a pivotal role in representing the city of Busan as...
01 March 2017
Effects of Perimeter to Core Connectivity on Tall Building Behavior
Charles Besjak, Preetam Biswas, Georgi I. Petrov, et al., Skidmore, Owings & Merrill LLP
The Pertamina Energy Tower (PET) and Manhattan West North Tower (MWNT) are two supertall towers recently designed and engineered by Skidmore, Owings & Merrill (SOM)....
01 December 2016
The Rational Optimization and Evolution of the Structural Diagonal Aesthetic in Supertall Towers
Charles Besjak, Preetam Biswas & Tobias Fast, SOM
In the design of supertall towers, engineers often find the conventional frame systems used in countless buildings in the past decades incapable of providing the...
17 October 2016
Shenzhen Shum-Yip Tower One: A Case Study – A-E Integration – A Broad New Vision
Charles Besjak, Gary Haney, Preetam Biswas & Chung Yeon Won, Skidmore, Owings & Merrill LLP
Conventional legacy systems in the design of supertall towers employ belt trusses, outriggers, and perimeter-bracing to achieve the required tower performance at the expense of...
26 October 2015
Mediating Scale, Performance and Iconicity: A 21st Century Supertall Tower for Guiyang
Yuping Luo, Zhongtian Urban Development Group Co., Ltd; Charles Besjak, Daniel Cashen & Colin Koop, Skidmore, Owings & Merrill
A series of challenging site constraints prompted an innovative structural solution for the Guizhou Culture Plaza Tower (GCP), through which a new performance-based expression was...
01 January 2010
Proposed Methodology To Determine Seismic Performance Factors For Steel Diagrid Framed Systems
William Baker, Charles Besjak, Mark Sarkisian et al., SOM
This paper presents a proposed methodology for the reliable determination of seismic performance factors for steel diagrid framed seismic force-resisting systems.
01 May 2009
Performance-Based Evaluation for the 450m Nanjing Greenland Financial Center Main Tower
Charles M. Besjak, Brian J. McElhatten & Preetam Biswas, SOM
In order to obtain seismic review approval for the Nanjing State-Owned Assets & Greenland Financial Center's Main Tower, one of the tallest structures in the...
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