Portfolio (2017-2023)

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KETI TAUSHANOVA

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ABOUT ME I am a Building Engineer with a master’s degree in Building and Architectural Engineering and over three years of experience working on numerous international projects.

I have a proven track record of working in structural and technical design, as well as being highly experienced in modeling, structural and seismic analysis, and a keen interest in sustainable construction.

KETI TAUSHANOVA

BUILDING AND ARCHITECTURAL ENGINEER

RESUME | EDUCATION MASTER IN BUILDING AND ARCHITECTURAL ENGINEERING

2017

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2020

2012

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2017

Politecnico di Milano, Italy

MASTER IN STRUCTURAL ENGINEERING University of Architecture, Civil Engineering and Geodesy, Bulgaria

EXPERIENCE STRUCTURAL AND BIM ENGINEER

MAR 2022 - PRESENT

Milan Ingegneria Spa, Milan, Italy

STRUCTURAL ENGINEER GRADUATE

SEP 2021 - MAR 2022

Bollinger+Grohmann SRL, Milan, Italy

STRUCTURAL ENGINEER GRADUATE

OCT 2020 - JUL 2021

AN Ingegneria, Seregno, Italy

STRUCTURAL ENGINEER INTERN

OCT 2019 - DEC 2019

ISG - Progetti, Milan, Italy

STRUCTURAL ENGINEER INTERN

JUN 2019 - SEP 2019

Dott. Ing. Davide Manara, Cesano Maderno, Italy

ARCHITECTURAL ENGINEERING INTERN

OCT 2018 - MAR 2019

Politecnico di Milano, Italy

SOFTWARE

LANGUAGE

AUTODESK, AUTOCAD

BULGARIAN

AUTODESK, REVIT

ENGLISH

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ADOBE, PHOTOSHOP

ITALIAN

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ADOBE, INDESIGN

GERMAN

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NATIVE

MICROSOFT OFFICE CSI, SAP2000

COMPETENCIES

CONCRETE, SISMICAD DLUBAL, RFEM

TECHNICAL DESIGN

CONSTRUCTION

GOOGLE, SKETCHUP

STRUCTURAL DESIGN

SEISMIC DESIGN

RHINO, GRASSHOPPER,

SUSTAINABILITY

PROJECT MANEGEMENT

CONTENTS 01. FJORD FYR. OSLO CULTURAL CENTER MASTERS THESIS PROJECT 01

02. STEEL STRUCTURE - AIRPORT BUILDING MASTERS THESIS PROJECT 11

03. GIZ CAMPUS

ATRIUM STRUCTURE 17

04. SPORTS AND CULTURAL CENTER MIXED USE 23

05. UNIVERSITA’ DEGLI STUDI DI MILANO UNIVERSITY BUILDINGS 27

06. MILAN INNOVATION DISTRICT MIXED USE 31

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01. FJORD-FYR. OSLO CULTURAL CENTER Master’s Thesis Project | Politecnico Di Milano A+ | Honorable mention The objective was to provide a fully-integrated project for the Vippetangen neighborhood in Oslo by combining urban, architectural, structural and technological solutions to work as as a complete system.

Accessibility, connectivity, and proximity were the main complexes of the extensive investigations on various levels, in addition to further optimizations that helped improve the quality of the surroundings and integrate the project’s objectives with Oslo’s development plan.

Following the Norwegian building technical regulations, further extended studies on the building’s energy and daylight performance, structural verifications, and the suitability of materials for the environment contributed to the creation of the urban and architectural design.

REVIT, PHOTOSHOP, INDESIGN, LUMION

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URBAN DESIGN The post-industrialized zones of Oslo’s waterfront are being transformed and given back to the people. It is a vital opportunity for those areas to preserve their identity while becoming more green, vibrant, and sustainable.

The masterplan of the Vippetangen area is considered essential to create a link in the harbor promenade. By honoring historic buildings such as the Grain silo and Akershus castle while also introducing new urban elements into the development, the plan becomes the point of transition between the past and the future, defining its identity as a balance between new and old.

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ARCHITECTURAL DESIGN As a landmark in the harbor promenade the new Cultural Center will link the historical sites with the newly developed waterfront projects by connecting the site from different directions through a ferry, a cycle path, and a vehicular route.

The flexible outdoor spaces around the building, designed as steps, serve as outdoor seating. And the sloping green spaces connect the indoor spaces with the outdoor spaces.

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SUSTAINABLE DESIGN A fundamental aspect of the building’s design was providing structural and technological solutions that integrate with the Architectural design and acheive high performance evaluation in terms of design codes and regulations.

With the help of the available tools to analyze the energy and daylight performance, the assessment of the building performance was achieved, and that made possible the selection of appropriate technologies and materials to be taken.

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STRUCTURAL DESIGN The system for the loadbearing structure was chosen to be a steel structure with frames with span 12m that consist of beams, trusses, columns and bracing elements providing lateral stability to them.

The ground floor slab and the foundations structure were designed of reinforced concrete.

The first and the second-floor slab are composite made by cast-in-place concrete on steel profiled decking.

The roof stucture was made of linear corugated steel deck system supported by the roof trusses.

A particular vertical structural system was adopted to carry the cantilevering part of the slab, by inclined members supported by shear reinforced concrete walls.

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02. STEEL STRUCTURE SOFIA, BULGARIA MASTERS THESIS PROJECT | UACEG

The airport building project takes the architectural concept of the airport building in Kazan.

The project then was adapted to the conditions of the city of Sofia in Bulgaria.

The aim of the project was to design the structure of the building while not taking into account the existing one.

Hence, changing the location to a seismic zone such as Sofia brought new requirements to the design of the structural elements and the calculations.

The analysis and the structural verifications were performed complying with the Eurocodes 2,3,4 and 8 and the National Annexes.

SAP 2000, MICROSOFT OFFICE, EXCEL

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MODAL ANALYSIS

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PRINCIPAL MODES OF VIBRATION First mode T1=0,59s

Second mode T2=0,57s

Third mode T3=0,50s

The analysis consisted of modal and linear dynamic analysis to define the actions on the structure in seismic conditions using the Response spectrum (Eurocode 8).

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03. GIZ CAMPUS RESIDENTIAL BUILDING FRANKFURT,GERMANY

The technical design stage (LP4) involved two proposals for the structural system for the central Atrium pedestrian passages and connection staircases.

In the project two structural options were studied one with columns and another with suspended from the ceiling structural system.

The five story staircase and it is made by CLT floors and steel supporting beams and staircases constructed entirely with steel profiles.

Primary and secondary timber beams connected to the surrounding reinforced concrete framework form the roof structure.

The vibrations caused by pedestrians were one of the most crucial parts of the design. The standard the Hivoss design of footbridges EN03 2008 was used as the primary source.

DLUBAL RFEM, MICROSOFT OFFICE, IDEA STATICA

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Solution 1

Structure with columns

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Solution 2 Suspended

DYNAMIC ANALISYS PRINCIPAL MODES OF VIBRATION First mode f3=3,407Hz

Second mode f4=3,576Hz

Third mode f5=3,980Hz

local vibration modes global vibration modes local vibration modes

According to the Hivoss design of footbridges guide - frequencies between 1,25Hz and 4,6 Hz might cause critical vertical excitations by the second harmonic of pedestrian loads but until now there is no information in the literature that such have happened.

In our opinion frequencies above the reference values for a human walking induced vibration with range from 1,7 Hz to 2,3Hz could not be considered critical for the structure.

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DETAILS

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04. SPORTS AND CULTURAL CENTER SABLES D’OLONNE,FRANCE

The gym, the multisport hall, the arena, and the cultural building are the four structures that form the Sports and Cultural Center project.

Involved in preliminary schematic design, predimensioning of structural elements, and preliminary and conceptual design (PRO) of the reinforced concrete structure.

Developing the structural proposals and coordinating the Revit models with the architects were some of the most crucial initial tasks.

Additionally, a workflow that allowed incorporating geometry from the BIM model into the calculation program needed to be developed. Due to the complexity of the geometry, separate models were developed in Rhino and then transferred into the calculation program RFEM using Grasshoper.

DLUBAL RFEM, REVIT, RHINO + GRASSHOPER

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GLOBAL BIM MODEL THE MULTISPORT HALL THE ARENA THE GYM

THE CULTURAL BUILDING

RTS AND CULTURAL CENTER ES D’OLONNE

MODEL IN RFEM

WORKFLOW

REVIT MODEL

BG TOOL

LBOX

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RHINO MODEL OF THE STRUCTURE

CALCULATION FEM MODEL

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05. UNIVERSITA’ DEGLI STUDI DI MILANO M I L A N , I TA LY

The complex of eleven buildings that make up the Universita’ degli studi di Milano was constructed in the 20th century and is now a part of the city of Milan’s cultural heritage.

The complex’s redevelopment project was centered on keeping the historical buildings’ regularity and homogeneity while adopting a counterbalancing architectural language for the new structures.

The detailed verifications of the structural elements, reinforcement of the primary vertical masonry structures, reinforcement of slabs and beams with FRP for shear and bending, and steel profile reinforcement of timber roof structures all were part of the structural design and BIM modeling.

Reinforced concrete floors, walls, and columns, along with steel structure canopies, are used to construct the new constructions.

REVIT, MIDAS,IDEA STATICA

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06. MILAN INNOVATION DISTRICT MIXED USE M I L A N , I TA LY

MIND is a redevelopment project for the district of Expo 2015. It attempts to create “a city in the city” and was designed to tackle the challenges of our time through innovation.

The urban development imagines a profound union between architecture, sustainability and technology.

The MIND Village Nord consisted of reuse of the clusters called “Fruit and Legumes” into office center for start-ups with the ultimate objective of turning temporary structures into permanent ones.

For the structural project the exisitng timber framewor of the pavilions were reused and reinforced by steel profiles in order to accommodate the creation of additional intermediate levels and bridge connections between the individual units.

REVIT, MICROSOFT OFFICE

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34 TIMBER STRUCTURE

1-construction of new floor levels supported by steel beams.

2-reinforcing existing timber beams with UPN steel profiles.

3- reinforcing timber columns with UPN steel profiles.

KETI TAUSHANOVA PORTFOLIO

CONTACT keti.taushanova@mail.polimi.it ketitaushanova93@gmail.com +39 349 7888725 SCAN OR CLICK MY LINKEDIN