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# Tytuł artykułu Odsłony
1 Enhanced growth method for topology and geometry optimization of truss structures 5
2 Setting the Free Material Design problem through the methods of optimal mass distribution 492
3 Optimal design of archgrids: the second-order cone programming perspective 543
4 Optimal vault problem – form finding through 2D convex program 772
5 Programowanie wizualne w projektowaniu obliczeniowym 567
6 Optimal Design Versus Maximal Monge–Kantorovich Metrics Archive for Rational Mechanics and Analysis 575
7 O korzyściach z wdrożenia MacroBIM+ w trakcie realizacji „międzywydziałowego projektu interdyscyplinarnego BIM”, jak i w codziennej praktyce 648
8 On the Calibration of a Numerical Model for Concrete-to-Concrete Interface 675
9 The isotropic material design of in-plane loaded elastic-plastic plates 585
10 In-Depth Verification of a Numerical Model for an Axisymmetric RC Dome 660
11 Probabilistic Modelling of Bending Strength of Timber Beams with the Help of Weak Zones Model 609
12 Bending-Free Lattices as Underlying Optimal Isotropic Microstructures of the Least-Compliant 2D Elastic Bodies 614
13 Nagroda PTMKM dla pracowników Zakładu 739
14 Vibrations of bars including transverse shear deformations and warping due to torsion 969
15 An accurate method for fast assessment of under slab mats (USM) performance in ballastless track structures 976
16 Modelowanie konstrukcji budowlanych 1111
17 Optimal vault problem - form finding through 2D convex program 1123
18 Optimal design versus maximal Monge-Kantorovich metrics 1026
19 Prognozowanie izolacyjności akustycznej przegród budowlanych dla procesu BIM 1150
20 Obliczenia numeryczne przekryć Pragera 1256
21 Third formulation of the space-time finite element method 1123
22 Analysis of a reinforced concrete dome 1116
23 Optimum design of elastic moduli for the multiple load problems 1155
24 On incorporating warping effects due to transverse shear and torsion into the theories of straight elastic bars 1506
25 Projektowanie w procesie BIM 1637
26 Optimal archgrids spanning rectangular domains 1405
27 Applications of Michell’s Theory in Design of High-Rise Buildings, Large-Scale Roofs and Long-Span Bridges 1465
28 Optimal Form-Finding of Cable Systems 1424
29 Recovery of the Auxetic Microstructures Appearing in the Least Compliant Continuum Two-Dimensional Bodies 1457
30 Michell structures within L-shaped domains 1580
 
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