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A. Matsuo, H. Obiya, K. Ijima and Z.M.Nizamload[kN]Figure 12 Path from origin of the solution by 2.4[kN] of initial loadload[kN]Figure 13 Path from origin of the solution by 0.0[kN] of initial load8610
A. Matsuo, H. Obiya, K. Ijima and Z.M.Nizamload[kN]Figure 14 Path from origin of the solution by 1.45[kN] of initial loadload[kN]Figure 15 Path from origin of the solution by 2.7[kN] of initial load9611
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STRUCTURAL MEMBRANES 2011V Internat
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Textile Composites and Inflatable S
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SUMMARYPreface ....................
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ACKNOWLEDGEMENTSThe conference orga
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Preliminary Investigation of Tensai
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NUMERICAL METHODS FOR STRUCTURAL AN
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Zoomorphism and Bio-Architecture: B
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1.1 Pre-stressed membranesPre-stres
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Figure G3, G42 FORM FINDING2.1 Phys
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of stiffness. The system oscillates
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3.2 Changing the pre-stress in a ce
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oundary cables is lower and the sur
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3.2.6 Inflatable membranes with a c
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3.3.1 Force density, curvature and
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3.3.5 Linear load on an inflatable
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Pushing surfaces in force equilibri
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Figure 95, Anticlastic inflatable m
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3.5.4 Pushed-in elements with a par
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7 Surface treatment:• non• surf
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Figure 123 Concrete and the techniq
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Space-Time FSI Modeling of Ringsail
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Kenji Takizawa, Timothy Spielman an
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Pressurized Membranes for Structura
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Riccardo Barsotti and Salvatore S.
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Air Volume Elements for Distributio
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Juergen Bellmann - Air Volume Membr
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Juergen Bellmann - Air Volume Membr
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Advanced Cutting Pattern Generation
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Falko Dieringer, Roland Wüchner an
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A Rotation Free Shell Triangle with
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Fernando G. Flores and Eugenio Oña
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Shape Analysis for Inflatable Struc
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Z. M. Nizam, Hiroyuki Obiya and Kat
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Anne Maurer, Alexander Konyukhov an
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Direct Area Minimization through Dy
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Ruy M.O. Pauletti, Daniel M. Guirar
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Finding Minimal and Non-Minimal Sur
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Ruy M. O. Paulettielement nodes at
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4.53.52.51.50.5-5-554.543.532.521.5
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Ruy M. O. Paulettiiteration (1.0015
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Ruy M. O. Paulettistress field is p
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Jan M. CremersAccurate knowledge of
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Jan M. CremersPrinting the transpar
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Jan M. CremersFigure 5: Building ph
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Jan M. CremersFigure 7 and 8: PV Fl
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Jan M. Cremers3 DESIGN PROCESSThe v
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Numerical Investigation of the Stru
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Lars De Laet, Marijke Mollaert, Jan
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Shear Deformations in Inflated Cyli
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Salvatore S. Ligarò, Riccardo Bars
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R. Maffei, R. Luchsinger, A. Zanell
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J. Rodriguez, G. Rio, J.M. Cadou an
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J. Roekens, M. Mollaert, L. De Laet
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J.-C. Thomasquantify correctly the
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J.-C. ThomasWe finally obtain:l 0 =
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J.-C. ThomasRadius (m)0.260.243D re
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J.-C. Thomasdv/dx-theta (deg)3210-1
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J.-C. ThomasBending stiffness200015
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Recent Applications of Fabric Struc
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Jaime León, Carlos H. Hernández.F
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Jaime León, Carlos H. Hernández.O
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Jaime León, Carlos H. Hernández.T
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The Design and Application of Lante
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Juan G. Oliva-Salinas. Eric Valdez-
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Diana Peña, J. Ignasi Llorens, Ram
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Hubertus Pöppinghausheat through a
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Hubertus PöppinghausTextile membra
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Hubertus Pöppinghausemissivity coa
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Hubertus PöppinghausFigure 9: Meas
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Hubertus Pöppinghaus3. Small shadi
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Javier SánchezThe emergence of thi
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Javier SánchezFigure 4. Screenshot
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Javier Sánchez2.3 Dynamic interact
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Javier Sánchezcontrol polygon appe
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Experimental Manufacture of a Pneum
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A. Zanelli, C. Monticelli, P. Becca
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Lightweight PhotovoltaicsInternatio
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Thomas Ferwagner SOLARTENSION, Ligh
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Textile Membranes for Case of Emerg
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Kai Heinlein and Rosemarie Wagner.3
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Kai Heinlein and Rosemarie Wagner.A
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Numerical Investigations for an Alt
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K. Janssen-Tapken, A. Kneer, K. Rei
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Michael Karwath1 INTRODUCTIONThe ta
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Michael Karwath3 DESIGN OF THE MULT
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Michael Karwath4 DESIGN OF THE STRU
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Development and Testing of Water-Fi
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B. Koppe and B. BrinkmannThe inner
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B. Koppe and B. BrinkmannNeverthele
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B. Koppe and B. Brinkmannwater tigh
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B. Koppe and B. BrinkmannFigure 10:
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B. Koppe and B. Brinkmann[2] E.S. B
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Klaus Reimann, Aron Kneer, Corneliu
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Béguin B., Breitsamter Ch. and Ada
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Marianna Coelho, Kai-Uwe Bletzinger
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R. Flores, E. Ortega and E. Oñate.
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M. Gebhardt, A. Maurer and K. Schwe
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Multiscale Sequentially-Coupled FSI
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Kenji Takizawa, Samuel Wright, Jaso
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Structural Dynamic FaçadeInternati
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A.P.H.W. HabrakenIt is therefore mo
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A.P.H.W. Habraken3 DYNAMIC BEHAVIOU
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A.P.H.W. HabrakenFigure 7: Impressi
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A.P.H.W. Habraken3 PROJECT 2 - PNEU
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A.P.H.W. HabrakenThe pneumatic buil
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Concrete Shell Structures Revisited
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Frank Huijben, Frans van Herwijnen
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The Use of Fabrics as Formwork for
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R.PedreschiAn important aspect of t
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R.PedreschiIn collaboration with a
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R.Pedreschimomnent in a uniformly l
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R.PedreschiFigure 11 Concrete shell
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R.Pedreschiacknowledged to name the
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International Conference on Textile
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Robert P. Schmitz, P.E.concrete mem
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Robert P. Schmitz, P.E.the structur
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Robert P. Schmitz, P.E.2.3 Step 1 -
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Robert P. Schmitz, P.E.actually bei
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Robert P. Schmitz, P.E.ADINA: AUI v
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Robert P. Schmitz, P.E.in saving FE
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Alberto Gómez-González, Javier Ne
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Krisztián HinczFigure 1: Side view
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Krisztián HinczFigure 4: Floor pla
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Krisztián HinczFigure 8: Floor pla
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Krisztián Hincz6000Maximum normal
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Krisztián Hinczconsist of two effe
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Krisztián HinczMaximum stress in t
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Thomas Kuhn, Harald Langer, Sebasti
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Marijke Mollaert, Lars De Laet, Jan
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Lightweight and Transparent CoversI
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Izis Salvador Pinto and Ben Morris.
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Izis Salvador Pinto and Ben Morris.
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Membrane Restrained ColumnsInternat
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H. Alpermann, C. Gengnagelby the pr
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H. Alpermann, C. GengnagelLooking a
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H. Alpermann, C. GengnagelFigure 6:
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H. Alpermann, C. GengnagelRegarding
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SOFT.SPACES _ New Strategies for Me
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Günther H. Filz5 INVESTIGATIONThe
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Günther H. Filzmostly curved surfa
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Günther H. FilzFig. 21 Overview ve
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Günther H. Filzproportionally to a
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Günther H. FilzCase-Study GThe for
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Günther H. FilzThe definition of t
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Direct Minimization Approaches on S
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M. Miki and K. Kawaguchiwas constan
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M. Miki and K. Kawaguchiimmediately
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M. Miki and K. Kawaguchiused instea
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M. Miki and K. Kawaguchi1 α γβN
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M. Miki and K. KawaguchiFig. 10 sho
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Reframing Textiles into Architectur
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I. Vrouwe, M. Feijen, R. Houtman an
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Step by Step Cost Estimation Tool f
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Robert Wehdorn-Roithmayr, Mario Gir
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Robert Wehdorn-Roithmayr, Mario Gir
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Improvement of the System of Modula
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Romuald Tarczewski, Waldemar Bober2
Page 561 and 562: Romuald Tarczewski, Waldemar BoberF
Page 563 and 564: Romuald Tarczewski, Waldemar Bober3
Page 565 and 566: Homogenization and Modeling of Fibe
Page 567 and 568: S. Fillep and P. Steinmannapplicati
Page 569 and 570: S. Fillep and P. SteinmannThe contr
Page 571 and 572: S. Fillep and P. Steinmannfor heter
Page 573 and 574: S. Fillep and P. Steinmannstrategy,
Page 575 and 576: Dezsı HegyiBy taking into account
Page 577 and 578: Dezsı Hegyi⊗=. 0(9)For small elo
Page 579 and 580: Dezsı Hegyi~ ~ ⋅=⋅00 ,(19)if t
Page 581 and 582: Dezsı Hegyi⎡ ∂ ⎤⎢ 0∂ξ
Page 583 and 584: Evaluation of the Structural Behavi
Page 585 and 586: Carlos H. Hernández.T= 35°CTemper
Page 587 and 588: Carlos H. Hernández.Figure 4 : sup
Page 589 and 590: Carlos H. Hernández.environment. T
Page 591 and 592: Carlos H. Hernández.the edges with
Page 593 and 594: Carlos H. Hernández.CONCLUSIONS- T
Page 595 and 596: Katsushi Ijima, Hiroyuki Obiya and
Page 605 and 606: Form-finding of Extensive Tensegrit
Page 607 and 608: A. Matsuo, H. Obiya, K. Ijima and Z
Page 611: A. Matsuo, H. Obiya, K. Ijima and Z
Page 617 and 618: Matthias Römmelt, Anastasia August
Page 629 and 630: Mechanics of Local Buckling in Wrap
Page 631 and 632: Yasutaka Satou and Hiroshi Furuya5M
Page 633 and 634: Yasutaka Satou and Hiroshi Furuyaan
Page 635 and 636: Yasutaka Satou and Hiroshi Furuyaan
Page 637 and 638: Yasutaka Satou and Hiroshi FuruyaIn
Page 639 and 640: Cédric Galliot and Rolf H. Luchsin
Page 651 and 652: Jörg Uhlemann, Natalie Stranghöne
Page 663 and 664:
James R. Ward, John Chilton and Lan
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Authors IndexAuthors IndexAdams N..
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This volume contains the full lengt
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