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ASSESSMENT

Why SCADA Pro

Reinforced Concrete Structures

Masonry Structures

Contains the Eurocode 8, Part 3 (EN1998-3) provisions and

design checks for the assessment of existing buildings

Nonlinear static analysis method (Pushover) and Linear

static analysis considering the uniform behavior

factor

q

and the local ductility factors

m

methods

Accurate derivation of the stress resultants and the

deformed shape of the structure

Direct location of the “weak” regions on the structure

Definition of the nonlinear relation of the bending moment

versus the plastic hinge rotation of each end of the

structural element

Contains the provisions of EC8, Part 3 about the

assessment of bearing masonry structures under

seismic loading.

The design code recommendations are applied on

masonry structural elements that resist against in-

plane lateral forces.

The corresponding structural elements are the

piers and the spandrels of a masonry wall.

Analytical

calculation of

all necessary

parameters in

each step of

the Pushover

analysis.