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# Tytuł artykułu Odsłony
1 Enhanced growth method for topology and geometry optimization of truss structures 4
2 Setting the Free Material Design problem through the methods of optimal mass distribution 491
3 Optimal design of archgrids: the second-order cone programming perspective 542
4 Optimal vault problem – form finding through 2D convex program 766
5 Programowanie wizualne w projektowaniu obliczeniowym 564
6 Optimal Design Versus Maximal Monge–Kantorovich Metrics Archive for Rational Mechanics and Analysis 573
7 O korzyściach z wdrożenia MacroBIM+ w trakcie realizacji „międzywydziałowego projektu interdyscyplinarnego BIM”, jak i w codziennej praktyce 646
8 On the Calibration of a Numerical Model for Concrete-to-Concrete Interface 674
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 656
11 Probabilistic Modelling of Bending Strength of Timber Beams with the Help of Weak Zones Model 605
12 Bending-Free Lattices as Underlying Optimal Isotropic Microstructures of the Least-Compliant 2D Elastic Bodies 611
13 Nagroda PTMKM dla pracowników Zakładu 734
14 Vibrations of bars including transverse shear deformations and warping due to torsion 964
15 An accurate method for fast assessment of under slab mats (USM) performance in ballastless track structures 973
16 Modelowanie konstrukcji budowlanych 1108
17 Optimal vault problem - form finding through 2D convex program 1116
18 Optimal design versus maximal Monge-Kantorovich metrics 1023
19 Prognozowanie izolacyjności akustycznej przegród budowlanych dla procesu BIM 1148
20 Obliczenia numeryczne przekryć Pragera 1251
21 Third formulation of the space-time finite element method 1121
22 Analysis of a reinforced concrete dome 1113
23 Optimum design of elastic moduli for the multiple load problems 1151
24 On incorporating warping effects due to transverse shear and torsion into the theories of straight elastic bars 1504
25 Projektowanie w procesie BIM 1631
26 Optimal archgrids spanning rectangular domains 1401
27 Applications of Michell’s Theory in Design of High-Rise Buildings, Large-Scale Roofs and Long-Span Bridges 1461
28 Optimal Form-Finding of Cable Systems 1421
29 Recovery of the Auxetic Microstructures Appearing in the Least Compliant Continuum Two-Dimensional Bodies 1453
30 Michell structures within L-shaped domains 1575
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