Frei Otto Munich Stadium Free Essays

MUNICH OLYMPIC STADIUM//FREI OTTO//1972 gizem akgun/nuria juanbaro sarret/kanaka raghavan _ADDA 2012-2013 GERMAN PAVILION//MONTREAL//1967//link nets TUWAIQ PALACE//SAUDI ARABIA//1970//link nets OLYMPIC STADIUM//MUNICH//1972//link nets ORKS MULTIHALLE MANNHIEM/GERMANY//1975//matrix shells JAPAN PAVILION EXPO 2000//HANOVER GERMANY//2000//lattice shell German draftsman and research engineer 1957/Development Center for Lightweight Construc on in Berlin. 1964//Ins tute for Lightweight Structures in Stu gart. Displayed a unique gi for crea ng lightweight tent structures Computer-based method for deciding their shape and conduct Alterna ve arrangement of network shell structures HE ARCHITECT/FREI OTTO HE LIGHTWEIGHT PRINCIPLE/malleable Tensile rooftops/all aspects of the structure is stacked in strain with no necessity to oppose pressure Cable nets/matrix of basic links in strain framing the system underpins a climate shield. We will compose a custom article test on Frei Otto Munich Stadium or on the other hand any comparable subject just for you Request Now A clas c Surfaces/pressure powers are in balance, the focuses of ebb and flow are in inverse side of the film Synclas c Surfaces/the focuses of ebb and flow are on a similar side of the layer n clas c bend hyper paraboloid hyper paraboloid/least 4 pts with alteast 1 pt out of plane Less material and e? ort Remarkably huge traverses Combined malleable structure and organic research Only a couple members,are under pressure while all others, for example, links and films, are under strain For pressure and unbending nature, a clas c or seat like bends HE LIGHTWEIGHT PRINCIPLE UNICH OLYMPIC STADIUM/subtleties SITE//Originally the se ng of a 1930’s air? eld,former preparing ground for the Bavarian Royal Army and the site of Munich’s ? rst common air terminal. Ground had been utilized as a dump yard for destroyed buildings’ rubble. 00m tall communicate tower, s ll present today, a significant milestone of the site. PROGRAM//80,000 seats Smaller encased games corridor Swi mming lobby Warm-up field Enclosed exercise office Housing for 3000 individuals UNICH OLYMPIC STADIUM/1972 Gunter Behnisch proposed light and open structures con nuous ? uid tent roo? ng looking like common slopes Frei O o’s Montreal Pavilion was the controlling piece The first framework originated from model examinations where women stockings were utilized to mimic the tent’s surfaces al proposition CRITICAL STUDIES//Mast statures gave ghter ebb and flow close to the poles and leave the unsa sfactory ? t edge regions unchanged Increasing the pre-worry to ? at regions would give the essential strength, however just at incomprehensibly significant levels of tensioning UNICH OLYMPIC STADIUM/ini Winner of the compe on for 1972 olympic park by GUNTER BEHNISCH ERMAN PAVILLION,MONTREAL/1967 Real gem of lightweight architecture,Frei O l/Behnisch Ini al mode o UNICH OLYMPIC STADIUM/correlations UNICH OLYMPIC STADIUM/inspira Dragon? y wings are one three-thousandth of a millime ter thick Up to 1,000 sec ons Compartmental structure, wings don't tear, withstand the weight that structures during ? ght. Driving standard for plan of rooftop on 7 seat shape link nets Square networks that structure rhomboids to accept a clas c bend UNICH OLYMPIC STADIUM/amended rooftop Subdivide rooftop into an interwoven of isolated yet coupled littler coverings Support at numerous focuses and generally bended to reasonably ght radii. Nets don't stretch out to the highest points of medium tallness poles, rather dangled from extremely tall poles Masts put outside the rooftop or suspended over the ground on links keeping the zones beneath segment free Roo? ng for the primary games facili es UNICH OLYMPIC STADIUM/tests 1:125 scale models precisely corresponding both in geometry and in versatility to the visualized full estimated structures UNICH OLYMPIC STADIUM/structure Interior links Peripheral links Cable joints Steel poles Concrete underground founda on Acrylic board spread UNICH OLYMPIC STADIUM/links Interior links//11. 7 mm work, 19 vigorously aroused 2. 3-and 3. 3mm steel wires A lay length of 10 x the lay distance across Main links//? ve strands of 37 and 109 wires each Edge links//fluctuate in speci? an on, average model ,lockedsurface wire rope of 81 millimeters breadth Twin links with concentric joints expect square networks framing rhomboids shaping a clas c bends UNICH OLYMPIC STADIUM/joints Cables orchestrated two by two 75ãâ€"75 cm mesh,reduced number of joints Clamps+screw,one screw per joint,easy construc on 75 cm work Saddle connec ons Swaged clip connec on Erec on/The link nets totally gathered on ground, li ed to ? nal posi ons. Prestressing/suspensi on links were placed in posi on, geometry and stresses links and poles checked Connec on to grapple UNICH OLYMPIC STADIUM/poles Pressure founda ons/grapple the principle links practical Inclined space founda ons (tent pegs ),gravity stay founda ons (mooring from self weight),earth stay founda ons (bolster the poles) Temporary steel balls gave under the elastic cushions to permit rota on during gathering Cylindrical poles welded steel tubes up to 80 meters in length and with a 50mN (5000 ton) load limit. Straightforward rooftop covering/2. 9 x 2. 9-meter acrylic boards , 4mm thk Bolted to the intersec on hubs and points of intersec on change each 6 degrees Temperature forming, boards on neoprene platforms, permitting them to ‘? at’, and fixing the joints with con nuous neoprene professional? le clipped to the board edges Discon nuous joints permitting development UNICH OLYMPIC STADIUM/spread UNICH OLYMPIC STADIUM/ends Form ? nding tests/solu ons for enormous traverses all the while brought forth the study of compu ng . Last structure relies upon †state of grid,spacing,pa ern - the geometry of the suppor ng structure †the claim applied to the link net and its suppor ng structure Advantages/E? cient method of utilizing material Lightweight Large traverses Quick construc on The most effective method to refer to Frei Otto Munich Stadium, Papers