| id |
ecaade2020_069 |
| authors |
Javidannia, Ghazal, Bemanian, MohammadReza and Mahdavinejad, MohammadJavad |
| year |
2020 |
| title |
Performance Oriented Design Framework for Early Tall Building form Development - Seismic architecture view |
| source |
Werner, L and Koering, D (eds.), Anthropologic: Architecture and Fabrication in the cognitive age - Proceedings of the 38th eCAADe Conference - Volume 2, TU Berlin, Berlin, Germany, 16-18 September 2020, pp. 381-390 |
| doi |
https://doi.org/10.52842/conf.ecaade.2020.2.381
|
| summary |
Today, the wide variety of social requirements for commercial or aesthetic purposes and the power of Computer Aided Architectural Design (CAAD) tools result in designing tall buildings with complex forms. On the other hand, tall building architectural form has significant effects on its seismic performance. Seismic design provisions and guidelines divide forms to regular and irregular, recommend avoiding irregular ones, and proposed some seismic-efficient design strategies. However, they do not provide any evaluation factor for quantifying the range and effectiveness of the proposed design strategies. Furthermore, they do not propose any framework for the optimum architectural design of complex form with No-irregularities either. Addressing this lack of fit, this research proposes a design framework based on POD method to perform an initial seismic performance evaluation for regular complex forms in the conceptual stage of architectural design. The proposed framework used to optimize a taper-twisted tall building form regarding its seismic performance. The results show a significant correlation between the architectural decisions and building seismic performance, even in the forms considered as regular based on the definitions which should be considered in the very first steps of form developments |
| keywords |
Performance-Based Design; Tall Building; Form Development; Seismic Architecture |
| series |
eCAADe |
| email |
|
| full text |
 file.pdf (6,548,574 bytes) |
| references |
Content-type: text/plain
|
Ardekani, A and et, al. (2019)
 Parametric design of diagrid tall buildings regarding structural efficiency
, Architectural Science Review, 11, pp. 1-17
|
|
|
|
|
Arnold, C and Reitherman, R (1982)
Building Configuration and Seismic Design: The Architecture of Seismic Resistance
, John Wiley & Sons
|
|
|
|
|
Arnold, C (1996)
Architectural Aspects of Seismic Resistance Design
, Eleventh World Conference on Earthquake Engineering, p. Paper No.2003
|
|
|
|
|
Arnold, C (2006)
SEISMIC ISSUES IN ARCHITECTURAL DESIGN
, FEMA
|
|
|
|
|
BARROSO, LR and et, al. (2000)
COMPARISON OF STORY DRIFT DEMANDS OF VARIOUS CONTROL STRATEGIES FOR THE SEISMIC RESISTANCE OF STEEL MOMENT FRAMES
, Eleventh World Conference on Earthquake Engineering, pp. 1-8
|
|
|
|
|
Cardoso, panelJoão and et, al. (2017)
Embedded Computing for High Performance
, Elsevier
|
|
|
|
|
Charleson, A (2008)
Seismic Design for Architects; Outwaiting the quack
, Elsevier
|
|
|
|
|
Dražić, J and et, al. (2016)
The influence of configuration on to the seismic resistance of a Building
, 15th International scientific conference "Underground Urbanisation as a Prerequisite for Sustainable Development", pp. 883-890
|
|
|
|
|
Fajfar, P (2018)
Analysis in Seismic Provisions for Buildings: Past, Present and Future
, European Conference on Earthquake Engineering, pp. 1-49
|
|
|
|
|
Felkner, J and et, al. (2019)
Framework for Balancing Structural Efficiency and Operational Energy in Tall Buildings
, Architectural Engineering, Vol. 25, pp. 1-11
|
|
|
|
|
Hussein, SH and et, al. (2017)
The Strategies of Architectural Design Resisting Earthquake in Tall Buildings
, Al-Nahrain Journal for Engineering Sciences, 25, pp. 436-445
|
|
|
|
|
Kazemi, P and et, al. (2018)
Structural Efficienscy of Tall Buildings: by The Means of Parametric Design
, CTBUH, pp. 1-10
|
|
|
|
|
Khoraskani, RA and et, al. (2018)
ADAPTATION OF HYPERBOLOID STRUCTURE FOR HIGH-RISE BUILDINGS WITH EXOSKELETON
, The 5th International Conference on Architecture & Built Environment, pp. 1-11
|
|
|
|
|
Kolarevic, B (2003)
Computing the Performative in Architecture
, 21th eCAADe, pp. 457-464
|
|
|
|
|
Mahdavinejad, M and et, al. (2012)
Analyzing the state of seismic consideration of architectural non‐structural components (ANSCs) in design process (based on IBC)
, INTERNATIONAL JOURNAL OF DISASTER RESILIENCE IN THE BUILT ENVIRONMENT, 16, pp. 133-147
|
|
|
|
|
Moon, K (2008)
Material-saving Design Strategy for Tall Building Structurs
, 8th CTBUH, pp. 1-12
|
|
|
|
|
Turin, M and et, al. (2013)
Performance-based parameterization strategies: A theoretic framework and
, CAADRIA 2013, pp. 519-528
|
|
|
|
|
Wortmann, T and et, al. (2017)
Introduction to Architectural Design Optimization
, Springer
|
|
|
|
| last changed |
2022/06/07 07:52 |
|
