Parametricism - Parametric Architecture and Design Haneen Fraihat
This is a presentation research about Parasitism or Parametric Architecture, done for History & Theory of Contemporary Architecture Lecture at the University Of Jordan, by a group of students.Supervised by Dr.Omar Amireh
It contains 1.Definition of Parametric 2. Patrik Schumacher's Identification 3. History 4.A glimpse to Rhino, NURBS, Catia 5. a comparison between CAD and BIM 6. Sketchpad,AutoCAD 7.Parametric modeling 8.Grasshopper and Generative Components 9.How famous is Parametric Architecture. 10.ADVANTAGES
VS.
DISADVANTEGES 11.CLASSIFICATION
12.STYLE 13.ARCHITECTURAL STYLE
Benefits of parametric design in architectureSameerShaik43
Parametric design in architecture is an incredible idea that involves a process of algorithmic thinking. This paradigm helps in unveiling the expressions of parameters while establishing the rules. It enables us to build a relationship between the intended design and its relative response.
https://www.tycoonstory.com/technology/benefits-of-parametric-design-in-architecture/
It is the research summary presentation for the partial fulfillment of the subject Directed Studies and Seminar conducted in final year of Department of Architecture Central Campus Pulchowk.
Parametricism - Parametric Architecture and Design Haneen Fraihat
This is a presentation research about Parasitism or Parametric Architecture, done for History & Theory of Contemporary Architecture Lecture at the University Of Jordan, by a group of students.Supervised by Dr.Omar Amireh
It contains 1.Definition of Parametric 2. Patrik Schumacher's Identification 3. History 4.A glimpse to Rhino, NURBS, Catia 5. a comparison between CAD and BIM 6. Sketchpad,AutoCAD 7.Parametric modeling 8.Grasshopper and Generative Components 9.How famous is Parametric Architecture. 10.ADVANTAGES
VS.
DISADVANTEGES 11.CLASSIFICATION
12.STYLE 13.ARCHITECTURAL STYLE
Benefits of parametric design in architectureSameerShaik43
Parametric design in architecture is an incredible idea that involves a process of algorithmic thinking. This paradigm helps in unveiling the expressions of parameters while establishing the rules. It enables us to build a relationship between the intended design and its relative response.
https://www.tycoonstory.com/technology/benefits-of-parametric-design-in-architecture/
It is the research summary presentation for the partial fulfillment of the subject Directed Studies and Seminar conducted in final year of Department of Architecture Central Campus Pulchowk.
Post-Modern Architecture and the architects involoved in it.Rohit Arora
Contains the comparison between modern architecture and post-modern architecture. The reasons that led to post-modern architecture. The architects who made important buildings with post-modern architecture.
Optimum design of double layer dome of span to height ratio 2 and different supporting conditions(all bottom nodes supported, alternate bottom nodes supported and two alternate bottom nodes supported) for a given span is carried out. The formex programming software is used for configurations of double layer dome. The hollow circular pipe sections are used to construct the double layer dome and for connection, the MERO joint is used. Basically the dome have large exposed area so the wind force are predominant, hence the domes are analyze and design for wind forces. For optimum design of the structure, it is analyzed by using the software “SAP-2000-14”. In the analytical part, forces in the top layer are considered in groups and separate section will be designed for each group, the design will be based on IS800:2007. Similar procedure will be adopted for bracing system and bottom layer. The results are compared with different span to height ratios and support conditions for the deflection, weight of structure and concrete for pedestal, to determine optimum configuration by overall. The domes of span 75m with span to height ratio 2 as well as different support condition are designed for wind load. The members of dome are designed for axial tension and compression in such a way to get optimum weight of member.
Post-Modern Architecture and the architects involoved in it.Rohit Arora
Contains the comparison between modern architecture and post-modern architecture. The reasons that led to post-modern architecture. The architects who made important buildings with post-modern architecture.
Optimum design of double layer dome of span to height ratio 2 and different supporting conditions(all bottom nodes supported, alternate bottom nodes supported and two alternate bottom nodes supported) for a given span is carried out. The formex programming software is used for configurations of double layer dome. The hollow circular pipe sections are used to construct the double layer dome and for connection, the MERO joint is used. Basically the dome have large exposed area so the wind force are predominant, hence the domes are analyze and design for wind forces. For optimum design of the structure, it is analyzed by using the software “SAP-2000-14”. In the analytical part, forces in the top layer are considered in groups and separate section will be designed for each group, the design will be based on IS800:2007. Similar procedure will be adopted for bracing system and bottom layer. The results are compared with different span to height ratios and support conditions for the deflection, weight of structure and concrete for pedestal, to determine optimum configuration by overall. The domes of span 75m with span to height ratio 2 as well as different support condition are designed for wind load. The members of dome are designed for axial tension and compression in such a way to get optimum weight of member.
This paper presents a study of the parametric variability of post-tensioned concrete box-girder pedestrian bridges. SAMO2 algorithm is used for the parametric study. This algorithm combines SA with a mutation operator, to find the economic solutions. A span-length parametric study analyzes the characteristics for the best design of a three-span deck in which the main span ranges from 30 to 60 m. The depth and the number of strands were adjusted according to span length, while the thickness of the slabs presented the same optimum values in all cases. Results show that the amount of steel and volume of concrete per square meter of deck shows a good correlation with the main span length. This study demonstrates that by increasing the main span length by one meter, the total cost per square meter of the deck increases by 6.38 euros on average. Thus, this paper shows the relationship between the span length and geometrical and steel variables to produce and build a cost-efficient pedestrian bridge.
Multi objective Optimization of Reinforced Concrete Buildingscivejjour
The application of parametric and topological optimization in the conception of buildings is a problem of
high complexity due mainly to the large number of variables of interest to be optimized and to its nature
intrinsically multiobjective. Due to the computational development occurred in the last decades, it has
arisen the opportunity for a broader study and development of numeric models in this field. For the
conception of structural designs, it counts on vary computational software that automate great part of the
structural desgin conception process.
Optimization of Design Parameters for Crane Hook Using Finite Element AnalysisIJRTEMJOURNAL
The Crane hooks are very at risk segments that are regularly utilized for mechanical purposes.
In this way such segments in an industry must be produced and composed in an approach to convey most extreme
execution without failure. Failure of a crane hook essentially relies upon three central point i.e. measurement,
material, overload. The undertaking is worried towards expanding the safe load by fluctuating the cross-sectional
measurements of the four distinct segments and diverse materials. The chose areas are square, circle, and
trapezoidal. The territory stays consistent while changing the measurements of the four unique segments. The
crane hook is demonstrated utilizing catia programming. The pressure and life investigation is finished utilizing
ANSYS 18.1 workbench. The ordinary worry along add up to misshaping, stress and life’s according to the
materials considered. It is discovered that trapezoidal cross segment yields most extreme load of 4000 KG to 5000
KG for steady cross segment zone among four cross segment.
Large Eddy Simulation of Turbulence Modeling for wind Flow past Wall Mounted ...IJERA Editor
This paper will present the large eddy simulation of turbulence modeling for wind flow over a wall mounted 3D cubical model. The LES Smagorinsky scheme is employed for the numerical simulation. The domain for this study is of the size of 60 cm x 30 cm x 30 cm. The 3D cube model is taken of the size of 6 cm x 6 cm x 4 cm. The Reynolds number for the flow in respect of the height of the cube i.e, 4 cm is 5.3x104. The hexahedral grids are used for the meshing of the flow domain. The results are discussed in terms of various parameters such as velocity profile around the cube and the computational domain, the pressure distribution over the cube, near wall velocity profile and the shear stress distribution and also the result of drag coefficient is verified by neural network time series analysis using MATLAB. In this present study we have used the OpenFoam platform for the computational and numerical analysis. The numerical scheme employed is the combination of the steady state incompressible Newtonian flow model using SIMPLE algorithm followed by the transient model of incompressible Newtonian flow using PISO algorithm. We have observed that there is a constant positive drag coefficient in case of steady state simulation where as there is a negative lift coefficient in the initial run and a very low lift coefficient at the end of the steady state simulation.
USING VIRTUAL REALITY TO EVALUATE THE IMPACT OF DISPERSION OF ELMENTS ON KINE...Mojgan Rezakhani
Virtual Reality and simulation software could be so helpful to
predict the motion of components with regard to stability. The use of Virtual Reality provides information through Vive
Headset devises to analyze Kinetic Façade.
Storytelling For The Web: Integrate Storytelling in your Design ProcessChiara Aliotta
In this slides I explain how I have used storytelling techniques to elevate websites and brands and create memorable user experiences. You can discover practical tips as I showcase the elements of good storytelling and its applied to some examples of diverse brands/projects..
Can AI do good? at 'offtheCanvas' India HCI preludeAlan Dix
Invited talk at 'offtheCanvas' IndiaHCI prelude, 29th June 2024.
https://www.alandix.com/academic/talks/offtheCanvas-IndiaHCI2024/
The world is being changed fundamentally by AI and we are constantly faced with newspaper headlines about its harmful effects. However, there is also the potential to both ameliorate theses harms and use the new abilities of AI to transform society for the good. Can you make the difference?
PDF SubmissionDigital Marketing Institute in NoidaPoojaSaini954651
https://www.safalta.com/online-digital-marketing/advance-digital-marketing-training-in-noidaTop Digital Marketing Institute in Noida: Boost Your Career Fast
[3:29 am, 30/05/2024] +91 83818 43552: Safalta Digital Marketing Institute in Noida also provides advanced classes for individuals seeking to develop their expertise and skills in this field. These classes, led by industry experts with vast experience, focus on specific aspects of digital marketing such as advanced SEO strategies, sophisticated content creation techniques, and data-driven analytics.
1. PARAMETRICS IN ARCHITECTURE
CONTENTS
• DEFINITION
• APPLICATION OF PARAMETRICS IN DESIGN
• CASE STUDY 1 - THE INTERNATIONAL TERMINAL AT WATERLOO STATION,
LONDON BY NICHOLAS GRIMSHAW AND PARTNERS
• CASE STUDY 2 - PARACUBE by MARCOS NOVAK
• CASE STUDY 3 - LOTTE SUPER TOWER AT SEOUL, KOREA by SOM
• OTHER EXAMPLES OF PARAMETRIC STRUCTURES
• BIBLIOGRAPHY
PPT prepared by: S.HARINI, M.ARCH 2016-2018, Sem 1
2. PARAMETRICS CASE STUDY 1
The International Terminal at Waterloo
Station, London by Nicholas Grimshaw and
partners
This structure is essentially a 400m long glass clad shed, with tapering
span that gradually shrinks from 50m to 35m. Its narrow sinuous plan is
determined by these parameters – 1. track layout, 2. difficult geometry of
the site. These parameters give such a significant, spectacular roof
structure.
The roof structure consists of a series of 36 dimensionally different but
identically configured three pin bowstring arches. Because of the
assymetrical geometry of platforms, the arches rise steeply on one side
with a shallower incline over the platform on the other side. Each arch is
different as the width of the roof changes along with the tracks.
Parametrics can be defined as a tool that
provides for a powerful conception of
architectural form .
How?
• by describing a range of possibilities
•By replacing stable/ constant with variables
•By replacing singularity with multiplicity.
By using parametrics, one can create an
infinite number of similar objects, geometric
manifestationsof a previously articulated
form ( forms of variable dimensional,
relational or operational dependencies)
When we assign specific values to those
variables, and if valuues change accordingly,
potentially infinite range of possibilities are
created.
So, in a parametric design, it is the parameter
s of particular design that are declared and
not its shape . By assigning different values to
the parametrs, different object/
configurations are created.
Parametric design often involves a
procedural, algorithmic description of a
geometry
Paramorph: an unstable spatial and
topographical description of form with stable
characteristics.
Parametric definition of scaling factor for truss geometry
of 36 dimensionally different but
identically configured three pin
bowstring arches
3. PARAMETRICS
Instead of modelling each arch seperately a generic parametric model
was created based on the underlying design rules in which the size
of the span and the curvature of individuall arches were related. By
assigning different values t othe span parameter36 dimensionally
different yet topologically identical arches were computed and
inserted in the overall geometric model.
The parametric model could be extended from structural system of
arches to the elements that connect them , the corresponding
cladding elements and to the entire building form.
Thus a highly complex hierarchy of interdependencies could be
parametrically modelled allowing iterative refinement from
conceptual design to construction.
Parametrics are particularly useful for
modelling the geometry of complex
building forms. Their successful
application requires careful articulation of
clear strategy of tectonic resolution, such
that a clear description of
interdependencies can be achieved – a
well designed design strategy is essential
for the effective application of
parametrics.
Parametric approach to design, if
consistently applied from its conceptual
stage to materialization, profoundlt
changes the entire nature and
hierarchhies of the building industry, as
well as the role of the architect in the
processes of a building.
New era Architects started to design the
structures not the specific shape but the
set of principles encoded as parametric
equations. Parametric design calls for
the rejection of fixed solutions and for
an exploration of infinitely variable
potentialities. The International Terminal at Waterloo Station,
London by Nicholas Grimshaw and partners
CASE STUDY 1
4. CASE STUDY 2
Paracube by Marcos Novak
Paracube, a six parametric surface conceptual object by Markos Novak,
designed in 1997
MARCOS NOVAK - AN INTRODUCTION
Marcos Novak became the most visible
proponent of cyberspace as an autonomous
architectural field of inquiry.
His greatest achievement is his use of non-
Euclidean spatial concepts with the idea of
algorithmic unfolding, that is, mathematical
modeling of data space navigable computer
environments to create unexpected futuristic
forms. In other words, the animated
mathematical forms created in the virtual
reality by Marcos Novak, derive from the
manipulation of mathematical fields.
All these technical terms mean that
throughout his immense body of work he
attained forms that are “out of this world”.
Forms, which resemble some neo-biological
creatures floating in the extraterrestrial seas,
or science-fiction beings
roaming the universe.
Marcos Novak‟s liquid architecture seems to
combine the opposite, soft with hard, real
with virtual, masculine with feminine and
mathematical with poetical, to create third or
“alien” condition. He seeks nothing less than
warping into alien territory, into
unpredictable conceptual spaces, into new
states of being of the future.
5. CASE STUDY 3
Lotte Super Tower at seoul, Korea by
SOD.
The geometry of 555m tall Lotte Super Tower
begins with a constant transformation from a
square base to a circle top. This idea is
conceptually structural as well as architectural:
transformation in order to shed wind vortices
which occur in unchanging form, taper for efficient
mass distribution of mixed-use program which
require varying lease spans. The geometrical
challenge of transforming a square into a circle was
resolved by creating triangular facets on the
building.
Initial parameter set for overall tower
dimensions, subdivision modules, and their
relationships.
Left: Engaging Structural Engineer’s theoretical
solution to the optimal diagrid angles. Right:The
final values of zn elevations documented at the
end of Construction Documents phase.
An example of structure to exterior
wall relationship description
6. CASE STUDY 3
An example of generative logic for
defining the
relationship between structural
centroid and exterior wall
Figure 9.An example of
generative logic (the exploded
option) for exterior wall
expression panel geometry.
Expression panel zone is defined
by the dotted lines enclosing the
gap between surfacesLeft: Panelization strategy
for cable net wall at podium. Middle:
Panelization strategy for cable net wall
at observation deck.
The Design Process
The master model described here did not grow
out of a desire to extend the capabilities of
AUTOCAD platform as a design tool, but rather
the need for a platform for themathematical
development of the geometrical design moves
evolving in the tower.The operations in the
programmed code did not use AUTOCAD
specific functions, but AUTOLISP was used for
its ease of handling lists of data.The formulas
and generative logic were described in the code
with AUTOLISP
7. CASE STUDY 3
Left: Initial panel types of curtain wall. Right: Excel-based algorithm
documenting combination logic of curtain wall engineers, fabricators, and
glass manufacturers
Example of the panel dimension
optimization at cable net wall
Left:Visual representation
of the exterior wall panelization.
Middle:The rule-based logic for
combination documented in code.
Right:Visual model of this logic applied
to the original panelization method
8. OTHER EXAMPLES OF PARAMETRIC STRUCTURES
BIBLIOGRAPHY:
Parametric Design Process of a Complex Building In Practice Using Programmed Code As Master
Model by Kat Park and Nicholas Holt
Architecture in Digital Age by Branko Kolarevic