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Culture and the self: Implications for cognition, emotion, and motivation. -- Markus, H. R.;

Getting Started with Mendeley --

Mendeley,artikkel 1,how-to,user manual,

Stability Analysis -- Nair, R. S.;

IMPACT OF DIAPHRAGM BEHAVIOR ON THE SEISMIC DESIGN OF LOW-RISE STEEL IMPACT OF DIAPHRAGM BEHAVIOUR ON THE SEISMIC DESIGN OF LOW-RISE STEEL BUILDINGS -- Structures, Steel;

NONLINEAR STABILITY ANALYSIS OF FRAME-TYPE STRUCTURES WITH RANDOM GEOMETRIC IMPERFECTIONS USING A TOTAL-LAGRANGIAN FINITE ELEMENT FORMULATION -- Warren, J. E.;

artikkel 1,copyright 1997,e,finite element,imperfection,j,nonlinear,reliability,stability,warren,

Non-linear behaviour of one-bay steel frames with semi-rigid connections lim pui yan universiti teknologi malaysia -- L, Yan P.;

INELASTIC BEHAVIOUR OF PARTIALLY RESTRAINED STEEL FRAMES 1 INTRODUCTION 2 BEHAVIOUR OF THE NONLINEAR CONNECTIONS -- Silva, Renata G.;

abstract,artikkel 1,connections for conventional analysis,however most of,idealized extremes of either,inelastic behaviour,of a structure is,partially restrained connections,rigid-joint or pinned-joint behaviour,semi-rigid deformation which influences,sim,

Geomteric Stiffness and P- DELTA EFFECTS --

A Practical Method of Second Order Analysis Part 1 — Pin Jointed Systems -- International, Sippican C.;

Equivalent Elastic Analysis of Profiled Metal Decking -- Ahmed, E.;

Design guide for steel frames using advanced analysis program -- Kim, S.;

Story stability of semi-braced steel frames -- Xu, L.;

"Steel frame", "Stability", "Semi-brace", "Effective length", "Lateral bracing", "Story-based buckling",

Review on the modelling of joint behaviour in steel frames -- Diaz, Concepcion;

Steel joint analysis, Semi-rigid joints, Joint behaviour representation, Beam-to-column joints, Moment-rotation curve, artikkel 1,steel joint analysis,

Practical advanced analysis for semi-rigid frame design -- Kim, S. E.;

Practical second-order inelastic analysis for steel frames subjected to distributed load -- Kim, Seung-Eock;

"Second-order inelastic analysis", "Geometric nonlinearity", "Material nonlinearity", "Stability function", "Distributed load", "Steel frame",

Equivalent Elastic Analysis of Profiled Metal Decking Using Finite Element Method -- Ahmed, E.;

FEM,

Practical advanced analysis for unbraced steel frame design -- Kim, S. E.;

INTERACTION OF TORSION AND P-DELTA EFFECTS IN TALL BUILDINGS -- MOGHADAM, AS;

P-delta, FEM, artikkel 1,

INELASTIC BEHAVIOUR OF PARTIALLY RESTRAINED STEEL FRAMES -- da Silva, R. G.;

Approximate Effective Length Factors for Columns with Positive and Negative End Restraints -- Hellesland, Jostein;

frames, stability, Buckling, Columns, Compression members, Effective Length,

Equivalent orthotropic properties of corrugated sheets -- Briassoulis, D.;

A Practical Method of Second Order Analysis: Part 1--Pin Joints -- LeMessurier, WM;

A practical method of second order analysis, Part 2—Rigid Frames -- LeMESSURIER, WMJ;

Automated Second-Order Elastic Analysis For Steel Space Frames -- FOLSE, M. D.;

A practical P-Delta analysis method for Type FR and PR frames -- Lui, E. M.;

Stability of trusses with linear elastic side-supports -- Iwicki, P.;

space trusses, lateral buckling, sensitivity analysis, artikkel 1,

Stability of roof trusses stiffened by corrugated sheets -- Iwicki, P.;

Stressed skin action of the roof systems with hat-shaped purlins -- Wrzesien, A. M.;

Mechanics and effective lengths of columns with positive and negative end restraints -- Hellesland, J.;

frames, Buckling, Columns, Compression members, Critical loads, Effective length factors,

From 7D design to 8D design of steel structures -- Heinisuo, M.;

Stressed skin action of modern steel roof systems -- Davies, J. M.;

A critical review on idealization and modeling for interaction among soil--foundation--structure system -- Dutta, S. C.;

Elevated tanks, Frame staging, Shaft staging, Dynamic characteristics, Seismic behavior, Soil–structure interaction,

An ultimate limit state theory for stressed skin design -- Davies, JM;

A Simplified Computation of the Interactive Behavior between Soils and Framed Structures -- Al-Shamrani, M. A.;

Soil-structure interaction, soil settlements, differential settlements, computer program, structural analysis, load redistribution,

Direct second-order elastic analysis for steel frame design -- Iu, CK;

finite element method, traditional design, geometric nonlinearities, P-delta,

On the Advanced Analysis of Steel Frames Allowing for Flexural, Local and Lateral-torsional Buckling -- Chan, SL;

Stability of steel frames: the cases for simple elastic and rigorous inelastic analysis/design procedures -- White, D. W.;

Buckling analysis design of steel frames -- Trahair, NS;

Frame analysis incorporating semi-rigid joint action: Applicability of the half initial Secant stiffness approach -- Van Keulen, DC;

buckling; connections; eurocode; frames; joints; structural design, artikkel 1,

Practical advanced analysis of steel frames considering lateral-torsional buckling -- Kim, Seung-Eock;

advanced analysis; lateral-torsional buckling; material and geometric, nonlinearities; steel frame,

Frame structures: global performance, static and stability behaviour - General Report -- Nethercot, DA;

analysis, frames, connections, joints, stability, steel structures,

Developments in stressed skin design -- Davies, J. M.;

cold-formed sections, steel roof decks, diaphragm action, sheeting, shear panels, stressed skin design,

BEYOND COMPARISON: HISTOIRE CROISEE AND THE CHALLENGE OF REFLEXIVITY -- Werner, Michael;

histoire_croisee,

Ten years after: Perspectives on 1989 -- Naimark, N. M.;

Building an East German Nation: The Construction of a Socialist Heimat, 1945-1961 -- Palmowski, Jan;

Paradoxes of 1989 -- Tamas, G. M.;

An EEPS round table: The revolutions of 1989: Lessons of the first postcommunist decade - Introduction -- Tismaneanu, V.;

1989: Ten years on -- Croan, M.;

The burden of history -- Gross, J. T.;

What is the history of 1989? New scholarship from east-central Europe -- Kenney, P.;

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