Works - Andrea Roncari

February 2021-Present

Junior Structural Engineer

February 2021-Present

Junior Structural Engineer

Numerical simulation of multiple shear slotted-in steel plates connections for tall timber buildings

Dowel-type connection with one slotted-in steel plates and thick dowles

Dowel-type connection with 3 slotted-in steel plates and slender dowles

Dowel-type connection design according to NBCC2015 and CSA-O86

FE model implemented in ANSYS

Capacity curve for different dowel-type connections

Yieldings modes

Numerical simulation of multiple shear slotted-in steel plates connections for tall timber buildings

Dowel-type connection with one slotted-in steel plates and thick dowles

Dowel-type connection with 3 slotted-in steel plates and slender dowles

Dowel-type connection design according to NBCC2015 and CSA-O86

FE model implemented in ANSYS

Capacity curve for different dowel-type connections

Yieldings modes

Seismic design of a 15-storey timber building based on NBCC2015, CSA O86 and CSA S16

15-Story CLT building equipped with shear walls and ductile hold-down connections

Architectural and structural plan

FE model of tall CLT building with SAP2000

Linear static analysis VS Linear dynamic analysis

Seismic design of a 15-storey timber building based on NBCC2015, CSA O86 and CSA S16

15-Story CLT building equipped with shear walls and ductile hold-down connections

Architectural and structural plan

FE model of tall CLT building with SAP2000

Linear static analysis VS Linear dynamic analysis

Non-linear static analysis and seismic design of a 4-storey reinforced concrete building based on NTC08

FE model of 4-story concrete building

Structural plan

Non-linear static analysis: modal and uniform loads

Non-linear static analysis and seismic design of a 4-storey reinforced concrete building based on NTC08

FE model of 4-story concrete building

Structural plan

Non-linear static analysis: modal and uniform loads

Renovation design of a 4-storey masonry building based on NTC08

2-Story concrete building: Section 1

2-Story concrete building: Section 2

Seismic analysis of arches

Static analysis of arches

Renovation design of a 4-storey masonry building based on NTC08

2-Story concrete building: Section 1

2-Story concrete building: Section 2

Seismic analysis of arches

Static analysis of arches

Urban redevelopment of an area of 14000m² with a buildable volume of 14600m³

Redevelopment of rural area

BiciGrill building

Social and residential housing

Rehabilitation building

Urban redevelopment of an area of 14000m² with a buildable volume of 14600m³

Redevelopment of rural area

BiciGrill building

Social and residential housing

Rehabilitation building