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1.	Original version of the author's contribution as presented on CD, Paper ID: 05-01-0320.: PDF Non-Linear Auto-Parametric Stability Loss of a Slender Structure due to Random Non-Stationary Seismic Excitation Naprstek, Jiri ; Fischer, C. Slender structures exposed to a strong vertical component of an earthquake excitation are endangered by autoThe first section of the paperThis highlya single paragraph ab [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on CD, paper (No. 006).: PDF Resonance behaviour of spherical pendulum – influence of damping Fischer, C. ; Pospíšil, S. Experimental and numerical model of an uni-directionally driven pendulum-based tuned mass damper is presented in the paper. Stability of the motion in a vertical plane is [...] Detailed record - Similar records
3.	TOC+Frontmatter: PDF PDF (PDFA) Engineering Mechanics 2012 Náprstek, Jiří ; Fischer, Cyril The objective of the 18th conference is to provide a forum for researchers to discuss the state-of-the-art in Mechanics of Solids, Fluids and Thermomechanics, this partic [...] Detailed record - Similar records
4.	Original version of the author's contribution as presented on CD, paper No. 31.: PDF POST-CRITICAL MULTI-MODAL VIBRATION OF A CONTINUOUS INVERSE PENDULUM TYPE SYSTEM Náprstek, J. ; Fischer, C. Auto-parametric effects are processes endangering structures during a seismic attack. Tall structures exposed to a strong vertical component of an earthquake excitation n [...] Detailed record - Similar records
5.	Original version of the author's contribution as presented on CD, paper No. 0193.: PDF Auto-Parametric Stability and Post-Critical Behavior of a Non-Linear Continuous System Under Random Seismic Excitation Náprstek, Jiří ; Fischer, Cyril Detailed record - Similar records
6.	Original version of the author's contribution as presented on CD, . : PDF Interpretation of effective value of non-stationary building vibration Fischer, C. ; Pospíšil, S. The effective value is widely used for the assesment of buildings and civil structures with respect to their health admissibility. In the stationary case the efective val [...] Detailed record - Similar records
7.	Original version of the author's contribution as presented on CD, 134. : PDF Two equations for description of the pendulum damper Fischer, C. ; Náprstek, J. The pendulum damper modelled as a two degree of freedom strongly non-linear auto-parametric system is investigated using two approximate differential systems. Uni-directi [...] Detailed record - Similar records
8.	Front matter and TOC: PDF PDF (PDFA) Engineering Mechanics 2009 Náprstek, Jiří ; Fischer, Cyril Detailed record - Similar records
9.	Original version of the author's contribution as presented on CD, , page 637. : PDF AUTO-PARAMETRIC CHARACTER OF A STRUCTURE COUPLED WITH A SPHERICAL PENDULUM DAMPER Náprstek, J. ; Fischer, C. The non-linear auto-parametric system with three degrees of freedom is investigated. System consists of a slender structure with one degree of freedom coupled with a sphe [...] Detailed record - Similar records
10.	Original version of the author's contribution as presented on CD, DYN. : PDF EXPERIMENTAL VERIFICATION OF RESONANCE BEHAVIOUR OF A DAMPED SPHERICAL PENDULUM Fischer, C. ; Náprstek, J. heoretical, experimental and numerical analysis of a spherical pendulum is carried out. The stability of the respons e in a vertical plane is analysed in the theoreticall [...] Detailed record - Similar records

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14	Fischer, Cyril

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