Maja Baniček

Prediction of Modal Features for Different Damage Stages and Retrofit Methods of a Masonry Building

New vulnerability models od typical buildings in urban areas: Applications to seismic risk assessment and target retrofitting methodology 2BESAFE Final conference

Assessment of seismic performance a historic stone building in Dubrovnik with an overview of strengthening techniques

Prediction of modal features for different damage stages and retrofit methods of a masonry building

Studija za saniranje posljedica potresa - 11. Faza

Utjecaj spojeva konstrukcijskih elemenata na seizmički odziv tradicijskih zidanih zgrada u blokovima

Projekt Potresni rizik Grada Zagreba: nužan inicijalni korak za buduće strategije u građevinarstvu

Impact of devastating earthquakes in Croatia in 2020

THE ULTIMATE DATABASE OF STRUCTURES IN CROATIA INITIATED BY 2020 EARTHQUAKES

The possibility of using machine learning for network-wide predictive maintenance on urban railway tracks - URITMIS project overview

Damage Evaluation and Seismic Assessment of a Typical Historical Unreinforced Masonry Building in the Zagreb 2020 Earthquake: A Case Study—Part I

The ultimate database of structures in Croatia initiated by 2020 earthquakes

IMPACT OF DEVASTATING EARTHQUAKES IN CROATIA IN 2020

The Mw6.4 Petrinja (Croatia) Earthquake of December 29, 2020: Emergency Response and Building Damage

Proceedings of the 2nd Croatian Conference on Earthquake Engineering

The December 2020 magnitude (Mw) 6.4 Petrinja earthquake, Croatia: seismological aspects, emergency response and impacts

Seismic Retrofitting of Dual Structural Systems—A Case Study of an Educational Building in Croatia

Seismic Performance Assessment of a Stone Masonry Building in the Historic Core of Dubrovnik

Procjena ponašanja povijesne kamene zgrade i efikasnost metoda ojačanja

RETROFITTING OF SACRAL BUILDINGS AFTER THE RECENT EARTHQUAKES IN CROATIA

Rizik od potresa u Hrvatskoj i mjere njegova ublažavanja prema iskustvima nedavnih potresa u Albaniji

The Croatian Centre for Earthquake Engineering: establishment, activities and future opportunities

Proračun konstrukcija zidanih zgrada pri obnovi nakon potresa u skladu s tehničkim propisom za građevinske konstrukcije

Impact and Recovery of the Croatian Earthquakes of 2020

The project “Earthquake risk assessment of the City of Zagreb”: the development of the building database

Damage to masonry buildings after Petrinja Mw 6.4 earthquake in 2020

Razvoj novih i poboljšanje postojećih elastičnih pritiskalica za pričvršćenje tračnica

Influence of change in geometry of the rail fastening clips on the mechanical behaviour of the fastening system

FE modelling and geometric parametrisation of SKL- type elastic clips

Parametric study on the mechanical behaviour of W14 type fastening system and damage of concrete sleepers using FE modelling

Damage to masonry buildings after Petrinja Mw 6.4 earthquake in 2020

Impact and Recovery of the Croatian Earthquakes of 2020

Procjena "štete" i "karakter" oštećenja, kategorizacija "konstruktivne" obnove, seizmički rizici i mogući pristupi

Povezivanje energetske i seizmičke obnove prema iskustvima iz zadnjih potresa

B. Procjena oštećenja građevina nakon potresa - B.2. Postupak provođenja pregleda zgrada na terenu

March 22, 2020 Zagreb, Croatia earthquake

BUILDING DAMAGE CAUSED BY THE ML5.5 ZAGREB EARTHQUAKE OF MARCH 22, 2020

Development of the new "DIV" rail fastening system

B. Procjena oštećenja građevina nakon potresa - B.3. Pogled u budućnost

Procjena potresne otpornosti tipične zgrade od neomeđenog ziđa u centru Zagreba

Povezivanje (brak) seizmičke i energetske obnove nakon potresa u 2020. godini

Impacts of Earthquakes in 2020 to Croatian Cultural Heritage

2020 earthquakes in Croatia: initiatives, activities and strategies of reconstruction process

D. Načela i metode proračuna - D.2. Otkazivanje zidova izvan ravnine

Damage classification of residential buildings in historical downtown after the ML5.5 earthquake in Zagreb, Croatia in 2020

A. Uvodno o potresu i njegovim učincima - A.3. Potres u Zagrebu u ožujku 2020. godine

B. Procjena oštećenja građevina nakon potresa - B.1. Općenito o pregledima oštećenja i procjenama uporabljivosti zgrada

Importance of Scientifically Based Facts in Crisis Communication: Evidence from Earthquakes in Zagreb and Petrinja

Case-study of the out-of-plane wall failure of a typical downtown building in Zagreb

Case-study of a typical residential building in the Lower town district of the city of Zagreb, Croatia

Pristup konstrukcijskoj obnovi crkve sv. Mihaela u Gračanima

The importance of communicating scientifically based facts in times of crisis, examples of earthquakes in Zagreb and Petrinja

Potres u Zagrebu od 22. ožujka 2020. - preliminarni izvještaj o seizmološkim istraživanjima i oštećenjima zgrada

Formiranje i način rada GIS baze za brzu procjenu zgrada

A new rail fastening system for prestressed concrete tie B70

Prediction of boundary elongation force of fabric in elastic area by Lethersich's rheological model

Procjena oštećenja građevina nakon potresa - postupak provođenja pregleda zgrada

Pravčasta geometrija i prostorna grafostatika

Primjena grafičkog postupka određivanja ravnoteže prostornoga čvora na diskretne elemente

Form-finding method of cable-net structures using Grassmann algebra and mass-points

3D Graphic Statics via Grassmann Algebra

Procjene oštećenja građevina nakon djelovanja potresa u Albaniji – naučene lekcije

Stabilnost stupova C-profila bočno pridržanih trapezno profiliranim limom pri izvijanju u elastičnom području

Grassmann Algebra and Graphic Statics

3D Static Equivalence Using Grassmann Algebra

Some examples of static equivalency in space using descriptive geometry and Grassmann algebra

Affine transformation of three-hinged arches: reviving an old method

Posebnosti projektiranja membranskih konstrukcija

Povećanje učinkovitosti iteracijske primjene metode gustoće sila

Critical Force Analysis of Thin-Walled Symmetrical Open-Section Beams

Iterative Application of the Force Density Method

Stability of Thin-Walled C-Section Rods Without Lateral Restraints