HTTP/1.1 200 OK Cache-Control: no-store, no-cache, must-revalidate, post-check=0, pre-check=0 Connection: close Date: Mon, 03 Apr 2017 12:20:37 GMT Pragma: no-cache Server: Apache/2.2.9 (FreeBSD) DAV/2 PHP/5.2.6 mod_ssl/2.2.9 OpenSSL/0.9.8e Content-Type: text/html; charset=UTF-8 Expires: Thu, 19 Nov 1981 08:52:00 GMT Client-Date: Mon, 03 Apr 2017 12:20:29 GMT Client-Peer: 62.149.27.193:80 Client-Response-Num: 1 Client-Transfer-Encoding: chunked Content-Base: http://document.ua/ Link: ; media="screen, projection"; rel="stylesheet"; type="text/css" Link: ; media="screen, projection"; rel="stylesheet"; type="text/css" Set-Cookie: PHPSESSID=q64ca0rgbno3iqtsq28l7b4gv3; path=/ Set-Cookie: pred_entry=20170403; expires=Wed, 10-Feb-2027 12:20:37 GMT; path=/ Set-Cookie: last_entry=20170403; expires=Wed, 10-Feb-2027 12:20:37 GMT; path=/ Title: Eurocodes - English terminology X-Meta-Description: Eurocodes - English terminology X-Meta-Keywords: Eurocodes - English terminology X-Meta-Title: Eurocodes - English terminology X-Powered-By: PHP/5.2.6 [http://document.ua/] Кошик порожній Закладки Авторизація Про проект Новини і аналітика Документи Введені в дію Прийняті (по датах) Останні надходження Добірки нормативів Будівництво Каталогізація за УКНД Документообіг Мінрегіону Житлокомунгосп Промисловість будматеріалів Охорона праці Документообіг Держпраці Стандарти охорони праці Санепіднагляд Екологія Пожежна безпека Нафтогазовий комплекс Каталог за типами нормативів Стандарти Стандарти (за УКНД) Еврокоды Eurocodes Єврокоди Друковані видання (за УКНД) Нові надходження Роз'яснення Каталог за видавцями Тематичний каталог Пошук Eurocodes - English terminology abnormal loads accidental action accidental design situation accompanying value of a variable action action advanced fire model aerated silo bottom altitude of the site angle of repose auxiliary construction works axial load background response factor base ring basic component (of a joint) basic material basic variable basic wind velocity basic yield strength bending stress bending stress resultants box value of section factor braced frame breaking force factor (K) buckling buckling buckling length bulk weight density burning velocity cable capacity design carbon steel carriageway central reservation characteristic buckling resistance characteristic buckling stress characteristic dimension of inside of silo cross-section characteristic value of an action characteristic value value of a material or product characteristic value of a geometrical property characteristic value of snow load on the ground characteristic value of snow load on the roof circular silo cladding cohesion combination of actions combination value of a variable action combustion factor complete axisymmetric shell computational fluid dynamic model configuration factor configuration factor conical hopper connected member connection consequence class constant amplitude fatigue limit construction load construction material construction works convective heat transfer coefficient convective heat transfer coefficient crab crane bridge crane runway beam critical buckling resistance critical buckling stress critical temperature of reinforcement cut-off limit cyclic plasticity cyclic plasticity damping deck deflagration degree of cold forming design buckling resistance design buckling stress design criteria design fire design fire load density design fire scenario design life design situations design spectrum design thickness design value of a geometrical property design value of a material or product property design value of an action design working life detail category detonation diaphragm action drifted snow load on the roof dynamic action dynamic factor dynamic force eccentric discharge eccentric filling effect of action effective cross-section and effective width effective yield strength elastic critical stress elasto-plastic analysis (first or second order) emissivity emissivity EN 1990 - BASIS OF STRUCTURAL DESIGN EN 1991 - ACTIONS ON STRUCTURES EN 1991-1 Part 1 EN 1991-1-1 Part 1-1. General actions. Densities, self-weight, imposed loads for buildings EN 1991-1-2 Part 1-2. General actions. Actions on structures exposed to fire EN 1991-1-3 Part 1-3. General actions. Snow loads EN 1991-1-4 Part 1-4. General actions. Wind actions EN 1991-1-5 Part 1-5. General actions. Thermal actions EN 1991-1-6 Part 1-6. General actions. Actions during execution EN 1991-1-7 Part 1-7. General actions. Accidental actions EN 1991-2 Part 2. Traffic loads on bridges EN 1991-3 Part 3. Actions induced by cranes and machinery EN 1991-4 Part 4. Silos and tanks EN 1992 - DESIGN OF CONCRETE STRUCTURES EN 1992-1 Part 1 EN 1992-1-1 Part 1-1. General rules and rules for buildings EN 1992-1-2 Part 1-2. General rules. Structural fire design EN 1992-2 Part 2. Concrete bridges. Design and detailing rules EN 1992-3 Part 3. Liquid retaining and containment structures EN 1993 - DESIGN OF STEEL STRUCTURES EN 1993-1 Part 1 EN 1993-1-1 Part 1-1. General rules and rules for buildings EN 1993-1-10 Part 1-10. Material toughness and through-thickness properties EN 1993-1-11 Part 1-11. Design of structures with tension components EN 1993-1-12 Part 1-12. Additional rules for the extension of EN 1993 up to steel grades EN 1993-1-2 Part 1-2. General rules. Structural fire design EN 1993-1-3 Part 1-3. General rules. Supplementary rules for cold formed thin gauge members and sheeting EN 1993-1-4 Part 1-4. General rules. Supplementary rules for stainless steels EN 1993-1-5 Part 1-5. Plated structural elements EN 1993-1-6 Part 1-6. Strength and Stability of Shell Structures EN 1993-1-7 Part 1-7. Plated structures subject to out of plane loading EN 1993-1-8 Part 1-8. Calculation of joints EN 1993-1-9 Part 1-9. Fatigue EN 1993-2 Part 2.Steel bridges endurance equivalent constant amplitude stress range equivalent constant amplitude fatigue loading equivalent static force equivalent surface equivalent time of fire exposure exceptional snow load on the ground execution expanded flow hopper exposure coefficient external fire curve external member external pressure fabrication tolerance quality class fatigue fatigue fatigue fatigue life fatigue loading fatigue strength curve fill factor fire activation risk fire compartment fire design fire load fire load density fire protection material fire resistance fire scenario fire wall fire wall first order elastic-perfectly plastic analysis first order linear-elastic analysis without redistribution first order linear-elastic analysis with redistribution first order non-linear analysis fixed action flame speed flammable limit flash-over flat bottom flow pattern fluidized solid footbridge footpath force coefficient forced vibration form of structure frame free action free flowing granular solid free vibration frequent operating speed frequent value of a variable action full condition fully developed fire fully locked coil rope fundamental basic wind velocity funnel flow general scour depth geometric (hot spot) stress geometrically and materially nonlinear analysis (GMNA) geometrically and materially nonlinear analysis with imperfections included (GMNIA) geometrically nonlinear elastic analysis geometrically nonlinear elastic analysis with imperfections included (GNIA) geotechnical action global analysis global analysis global analysis global structural analysis (for fire) granular solid gross cross-section gross weight of vehicle guidance means hard shoulder hard strip hazard high filling velocity hoist hoist block hoist load homogenizing fluidized silo hopper hopper pressure ratio hybrid girder hydrocarbon fire curve hydrostatic pressure impacting object in-plane forces indirect fire actions initial temperature inspection gangway insulation integrity intermediate slenderness silo internal pipe flow internal pressure irreversible serviceability limit states joint joint configuration junction K key element key value of the stress KV –value lateral pressure ratio limit states linear elastic bifurcation (eigenvalue) linear elastic shell analysis (LA) liner tray load arrangement load bearing function load case load due to exceptional snow drift load-bearing wall construction loading event local load local scour depth localised failure localised fire low cohesion maintenance mass flow materially nonlinear analysis (MNA) maximum design speed maximum line speed at the site maximum permitted vehicle speed maximum shade air temperature maximum stress level maximum stress level maximum train commissioning speed mean wind velocity member member analysis (for fire) membrane stress membrane stress membrane stress resultants membrane theory analysis method of construction middle surface Miner's summation minimum breaking force ( minimum shade air temperature mixed flow mode of vibration modified nominal stress monorail hoist block movable inspection platform movable partitions natural frequency net heat flux net heat flux noise barrier nominal stress nominal thickness nominal value nominal value of a material or product property non structural elements non-circular silo normal temperature design notional lanes one-zone model opening factor out of plane loading overhead travelling crane part of structure part of structure partial restraint partial vacuum particulate solid partitions patch load patch load pedestrian guardrail pedestrian parapet pedestrian restraint system permanent action persistent design situation pipe flow plain or lightly reinforced concrete members plane flow plastic collapse plastic limit plastic reference resistance plate segment plated structure plated structure powder precast structures pressure pressure coefficient prestress primary stresses protective layers quasi-permanent value of a variable action quasi-static action radial load rainflow method rate of heat release reduced cross section reference fatigue strength reference period relative slenderness reliability reliability differentiation remaining area repair representative value of an action reservoir method residual stress resistance resonance resonance response factor resonant speed restraint retaining silo reversible serviceability limit states rib rigid plastic analysis ring beam or ring girder ring stiffener risk road restraint systems robustness roof snow load shape coefficient rope grade ( rotational capacity rotational stiffness runway beam for hoist block safety barrier second order elastic-perfectly plastic analysis second order linear-elastic analysis second order non-linear analysis secondary stresses section factor seismic action seismic design situation self-weight separating element separating function serviceability criterion serviceability limit states shade air temperature shallow hopper shear lag effect shell shell of revolution shell panel shell segment sign convention silo simple fire model single action slender silo slenderness spinning loss factor spiral rope spiral strand rope squat silo stainless steel standard fire resistance standard temperature-time curve standard temperature-time curve static action steel core thickness steep hopper stiffened plate stiffened plate stiffener stiffener strand strand rope strength stress history stress in the stored solid stress range stress-range spectrum stressed-skin design stringer stiffener structural analysis structural elements structural member structural members structural model structural properties structural system structure sub-frame sub-panel subpanel substructure suction superstructure support system length T27J tandem system tank temperature analysis temperature difference component temperature-time curves tensile rupture tensile rupture thermal action thermal actions thermal actions thermal coefficient thick-walled silo thin-walled circular silo top-mounted crane tracks traction transient design situation transition transition region transverse shear stress resultants two-zone model type of building or civil engineering works type of construction type of framing ultimate limit states unbonded and external tendons underslung crane undrifted snow load on the roof uniform member uniform temperature component uniplanar joint unit weight ( upper shelf region variable action vehicle parapet venting panel vertical walled segment wall friction load wedge hopper Z-value сritical temperature of structural steel element Пошук Copyright © 2003-2017 document. 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