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

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

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

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

Studija za saniranje posljedica potresa - 11. Faza

The ultimate database of structures in Croatia initiated by 2020 earthquakes

IMPACT OF DEVASTATING EARTHQUAKES IN CROATIA IN 2020

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

Impact of devastating earthquakes in Croatia in 2020

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

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

RETROFITTING OF SACRAL BUILDINGS AFTER THE RECENT EARTHQUAKES IN CROATIA

Proceedings of the 2nd Croatian Conference on Earthquake Engineering

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

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

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

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

Procjena ponašanja povijesne kamene zgrade i efikasnost metoda ojačanja

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

Damage to masonry buildings after Petrinja Mw 6.4 earthquake in 2020

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

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

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

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

Impact and Recovery of the Croatian Earthquakes of 2020

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

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

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

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

March 22, 2020 Zagreb, Croatia earthquake

Povezivanje energetske i seizmičke obnove prema iskustvima iz zadnjih potresa

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

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

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

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

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

Development of the new "DIV" rail fastening system

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

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

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

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

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

Procjena oštećenja građevina nakon potresa - postupak provođenja pregleda zgrada

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

A new rail fastening system for prestressed concrete tie B70

Formiranje i način rada GIS baze za brzu procjenu zgrada

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

Pravčasta geometrija i prostorna grafostatika

Primjena grafičkog postupka određivanja ravnoteže prostornoga čvora na diskretne elemente

Grassmann Algebra and Graphic Statics

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

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

Iterative Application of the Force Density Method

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

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