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1.	Original version of the author's contribution as presented on CD, section: .: PDF DEMAND HAZARD ANALYSIS: A TOOL FOR ASSESSING THE ADEQUACY OF CAPACITY DESIGN APPROACH FOR DEFINITION OF THE DESIGN SHEAR FORCES IN THE FRAME BUILDINGS Žižmond, Jure ; Dolšek, Matjaž The risk-based design of buildings using nonlinear analysis is a challenging task. A question how to design components for non-simulated failure still remains unsolved. T [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on CD, section: [RS13] Optimum design and control in structural dynamics and earthquake engineering .: PDF DUAL-PHASE STEEL REINFORCING BARS FOR MRFS STRUCTURES IN SEISMIC PRONE AREAS Aiuti, Riccardo ; Žižmond, J. Reinforced concrete structures in seismic areas are designed according to the capacity design approach, aiming to achieve ductile global collapse mechanisms dissipating t [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on USB, paper 1659.: PDF The Formulation of Risk-Targeted Behaviour Factor and Its Application To Reinforced Concrete Buildings Žižmond, Jure ; Dolšek, Matjaž The derivation of risk-targeted behaviour factor which can be used for the force-based design of structures is presented. The risk-targeted behaviour factor is formulated [...] Detailed record - Similar records
4.	Original version of the author's contribution as presented on CD, section: CD-MS 11 PROBALISTIC METHODS IN DESIGN AND ASSESSMENT OF STRUCTURES: CONCEPTS AND APPLICATIONS .: PDF Deaggregation of Seismic Safety in the Design of the Reinforced Concrete Buildings Using Eurocode 8 ZiZmond, J. ; Dolsek, M. Design of earthquake-resistant structures according to Eurocod 8 is not based on the concept of acceptable/tolerable probability of exceedance of the near collapse limit [...] Detailed record - Similar records

See also: similar author names
2	ZiZmond, J.
2	Žižmond, Jure

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