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1.	Original version of the author's contribution as presented on CD, , page 717. : PDF THE NON-LINEAR RESPONSE OF REINFORCED CONCRETE FRAME STRUCTURES TO SEISMIC LOAD Pohl, K. The response of reinforced concrete structures to dynamic loads is featured the non-linear properties in general. If we take these facts into account for solution of the [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on CD, , paper No. 125. : PDF Non-linear analysis of reinforced concrete frame structures and assignment its response to seismic load Pohl, K. The objective of this paper describe a non-linear analysis of reinforced concrete frame structures and assignment its response to seismic load. We observe the change of n [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on CD, . : PDF Non-linear analysis of number of mode to response of reinforced concrete frame structures Pohl, K. The objective of this paper describe a non-linear analysis of reinforced concrete frame structures and assignment its response to seismic load. We observe the change of n [...] Detailed record - Similar records
4.	Original version of the author's contribution as presented on CD, . : PDF Seizmické zatížení železobetonových konstrukcí Pohl, K. ; Máca, J. The structural analysis in earthquake engineering is a complex task because the problem is dynamic and usually non-linear, the structural system is usually complex, and i [...] Detailed record - Similar records

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