Use of stability coefficients for evaluating the <mml:math altimg="si20.gif" display="inline" overflow="scroll" xmlns:xocs="http://www.elsevier.com/xml/xocs/dtd" xmlns:xs="http://www.w3.org/2001/XMLSchema" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns="http://www.elsevier.com/xml/ja/dtd" xmlns:ja="http://www.elsevier.com/xml/ja/dtd" xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:tb="http://www.elsevier.com/xml/common/table/dtd" xmlns:sb="http://www.elsevier.com/xml/common/struct-bib/dtd" xmlns:ce="http://www.elsevier.com/xml/common/dtd" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:cals="http://www.elsevier.com/xml/common/cals/dtd"><mml:mi>P</mml:mi><mml:mtext>–</mml:mtext><mml:mi>Δ</mml:mi></mml:math> effect in regular steel moment resisting frames-Reference-Cited by-同舟云学术

Use of stability coefficients for evaluating the P–Δ effect in regular steel moment resisting frames

Author:

Black E.F.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference25 articles.

4. Slenderness effects in earthquake engineering frames;Andrews;Bull NZ Nat Soc Earthq Eng,1977

5. A consideration of p–delta effects in ductile reinforced concrete frames;Paulay;Bull NZ Nat Soc Earthq Eng,1978

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