Non-linear static and cyclic analysis of steel frames with semi-rigid connections:
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Format: | Elektronisch E-Book |
| Sprache: | English |
| Veröffentlicht: |
Amsterdam
Elsevier
2000
|
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Beschreibung: | This book is devoted to the discussion and studies of simple and efficient numerical procedures for large deflection and elasto-plastic analysis of steel frames under static and dynamic loading. In chapter 1, the basic fundamental behaviour and philosophy for design of structural steel is discussed, emphasising different modes of buckling and the inter-relationship between different types of analysis. In addition to this, different levels of refinement for non-linear analysis are described. An introduction is also given to the well-known P- & dgr; and P- & Dgr; effects. Chapter 2 presents the basic matrix method of analysis and gives several examples of linear analysis of semi-rigid pointed frames. It is evident from this that one must have a good understanding of first-order linear analysis before handling a second-order non-linear analysis. In chapter 3, the linearized bifurcation and second-order large deflection are compared and the detailed procedure for a second-order analysis based on the Newton-Raphson scheme is described. Chapter 4 introduces various solution schemes for tracing of post-buckling equilibrium paths and the Minimum Residual Displacement control method with arc-length load step control is employed for the post-buckling analysis of two and three dimensional structures. Chapter 5 addresses the non-linear behaviour and modelling of semi-rigid connections while several numerical functions for description of moment versus rotation curves of typical connection types are introduced. The scope of the work in chapter 6 covers semi-rigid connections and material yielding to the static analysis of steel frames. Chapter 7 studies the cyclic response of steel frames with semi-rigid joints and elastic material characteristics. In the last chapter the combined effects of semi-rigid connections and plastic hinges on steel frames under time-dependent loads are studied using a simple springs-in-series model. For computational effectiveness and efficiency, the concentrated plastic hinge concept is used throughout these studies Includes bibliographical references and indexes |
| Beschreibung: | 1 Online-Ressource (xviii, 336 p.) |
| ISBN: | 9780080429984 008042998X 9780080537719 0080537715 |
Internformat
MARC
| LEADER | 00000nmm a2200000zc 4500 | ||
|---|---|---|---|
| 001 | BV042315738 | ||
| 003 | DE-604 | ||
| 005 | 00000000000000.0 | ||
| 007 | cr|uuu---uuuuu | ||
| 008 | 150129s2000 |||| o||u| ||||||eng d | ||
| 020 | |a 9780080429984 |9 978-0-08-042998-4 | ||
| 020 | |a 008042998X |9 0-08-042998-X | ||
| 020 | |a 9780080537719 |c electronic bk. |9 978-0-08-053771-9 | ||
| 020 | |a 0080537715 |c electronic bk. |9 0-08-053771-5 | ||
| 035 | |a (OCoLC)162131173 | ||
| 035 | |a (DE-599)BVBBV042315738 | ||
| 040 | |a DE-604 |b ger |e aacr | ||
| 041 | 0 | |a eng | |
| 049 | |a DE-1046 | ||
| 082 | 0 | |a 624.1/773 |2 22 | |
| 100 | 1 | |a Chan, S. L. |e Verfasser |4 aut | |
| 245 | 1 | 0 | |a Non-linear static and cyclic analysis of steel frames with semi-rigid connections |c S.L. Chan and P.P.T. Chui |
| 264 | 1 | |a Amsterdam |b Elsevier |c 2000 | |
| 300 | |a 1 Online-Ressource (xviii, 336 p.) | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b c |2 rdamedia | ||
| 338 | |b cr |2 rdacarrier | ||
| 500 | |a This book is devoted to the discussion and studies of simple and efficient numerical procedures for large deflection and elasto-plastic analysis of steel frames under static and dynamic loading. In chapter 1, the basic fundamental behaviour and philosophy for design of structural steel is discussed, emphasising different modes of buckling and the inter-relationship between different types of analysis. In addition to this, different levels of refinement for non-linear analysis are described. An introduction is also given to the well-known P- & dgr; and P- & Dgr; effects. Chapter 2 presents the basic matrix method of analysis and gives several examples of linear analysis of semi-rigid pointed frames. It is evident from this that one must have a good understanding of first-order linear analysis before handling a second-order non-linear analysis. | ||
| 500 | |a In chapter 3, the linearized bifurcation and second-order large deflection are compared and the detailed procedure for a second-order analysis based on the Newton-Raphson scheme is described. Chapter 4 introduces various solution schemes for tracing of post-buckling equilibrium paths and the Minimum Residual Displacement control method with arc-length load step control is employed for the post-buckling analysis of two and three dimensional structures. Chapter 5 addresses the non-linear behaviour and modelling of semi-rigid connections while several numerical functions for description of moment versus rotation curves of typical connection types are introduced. The scope of the work in chapter 6 covers semi-rigid connections and material yielding to the static analysis of steel frames. Chapter 7 studies the cyclic response of steel frames with semi-rigid joints and elastic material characteristics. | ||
| 500 | |a In the last chapter the combined effects of semi-rigid connections and plastic hinges on steel frames under time-dependent loads are studied using a simple springs-in-series model. For computational effectiveness and efficiency, the concentrated plastic hinge concept is used throughout these studies | ||
| 500 | |a Includes bibliographical references and indexes | ||
| 650 | 4 | |a Structural analysis | |
| 650 | 4 | |a Steel framing (Building) | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING / Structural |2 bisacsh | |
| 650 | 7 | |a Steel, Structural |2 fast | |
| 650 | 7 | |a Structural analysis (Engineering) |2 fast | |
| 650 | 7 | |a Structural frames / Design and construction |2 fast | |
| 650 | 4 | |a Structural frames |x Design and construction | |
| 650 | 4 | |a Structural analysis (Engineering) | |
| 650 | 4 | |a Steel, Structural | |
| 650 | 0 | 7 | |a Nichtlineare Mechanik |0 (DE-588)4042095-4 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Statische Last |0 (DE-588)4182952-9 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Rahmentragwerk |0 (DE-588)4176886-3 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Stahlkonstruktion |0 (DE-588)4182836-7 |2 gnd |9 rswk-swf |
| 650 | 0 | 7 | |a Dynamische Belastung |0 (DE-588)4121153-4 |2 gnd |9 rswk-swf |
| 689 | 0 | 0 | |a Stahlkonstruktion |0 (DE-588)4182836-7 |D s |
| 689 | 0 | 1 | |a Rahmentragwerk |0 (DE-588)4176886-3 |D s |
| 689 | 0 | 2 | |a Nichtlineare Mechanik |0 (DE-588)4042095-4 |D s |
| 689 | 0 | 3 | |a Statische Last |0 (DE-588)4182952-9 |D s |
| 689 | 0 | 4 | |a Dynamische Belastung |0 (DE-588)4121153-4 |D s |
| 689 | 0 | |8 1\p |5 DE-604 | |
| 700 | 1 | |a Chui, P. P. T. |e Sonstige |4 oth | |
| 856 | 4 | 0 | |u http://www.sciencedirect.com/science/book/9780080429984 |x Verlag |3 Volltext |
| 912 | |a ZDB-33-ESD |a ZDB-33-EBS | ||
| 940 | 1 | |q FAW_PDA_ESD | |
| 940 | 1 | |q FLA_PDA_ESD | |
| 999 | |a oai:aleph.bib-bvb.de:BVB01-027752729 | ||
| 883 | 1 | |8 1\p |a cgwrk |d 20201028 |q DE-101 |u https://d-nb.info/provenance/plan#cgwrk | |
Datensatz im Suchindex
| _version_ | 1804152910251032576 |
|---|---|
| any_adam_object | |
| author | Chan, S. L. |
| author_facet | Chan, S. L. |
| author_role | aut |
| author_sort | Chan, S. L. |
| author_variant | s l c sl slc |
| building | Verbundindex |
| bvnumber | BV042315738 |
| collection | ZDB-33-ESD ZDB-33-EBS |
| ctrlnum | (OCoLC)162131173 (DE-599)BVBBV042315738 |
| dewey-full | 624.1/773 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 624 - Civil engineering |
| dewey-raw | 624.1/773 |
| dewey-search | 624.1/773 |
| dewey-sort | 3624.1 3773 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Bauingenieurwesen |
| format | Electronic eBook |
| fullrecord | <?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>04570nmm a2200661zc 4500</leader><controlfield tag="001">BV042315738</controlfield><controlfield tag="003">DE-604</controlfield><controlfield tag="005">00000000000000.0</controlfield><controlfield tag="007">cr|uuu---uuuuu</controlfield><controlfield tag="008">150129s2000 |||| o||u| ||||||eng d</controlfield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">9780080429984</subfield><subfield code="9">978-0-08-042998-4</subfield></datafield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">008042998X</subfield><subfield code="9">0-08-042998-X</subfield></datafield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">9780080537719</subfield><subfield code="c">electronic bk.</subfield><subfield code="9">978-0-08-053771-9</subfield></datafield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">0080537715</subfield><subfield code="c">electronic bk.</subfield><subfield code="9">0-08-053771-5</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(OCoLC)162131173</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-599)BVBBV042315738</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-604</subfield><subfield code="b">ger</subfield><subfield code="e">aacr</subfield></datafield><datafield tag="041" ind1="0" ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="049" ind1=" " ind2=" "><subfield code="a">DE-1046</subfield></datafield><datafield tag="082" ind1="0" ind2=" "><subfield code="a">624.1/773</subfield><subfield code="2">22</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Chan, S. L.</subfield><subfield code="e">Verfasser</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Non-linear static and cyclic analysis of steel frames with semi-rigid connections</subfield><subfield code="c">S.L. Chan and P.P.T. Chui</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="a">Amsterdam</subfield><subfield code="b">Elsevier</subfield><subfield code="c">2000</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">1 Online-Ressource (xviii, 336 p.)</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">This book is devoted to the discussion and studies of simple and efficient numerical procedures for large deflection and elasto-plastic analysis of steel frames under static and dynamic loading. In chapter 1, the basic fundamental behaviour and philosophy for design of structural steel is discussed, emphasising different modes of buckling and the inter-relationship between different types of analysis. In addition to this, different levels of refinement for non-linear analysis are described. An introduction is also given to the well-known P- & dgr; and P- & Dgr; effects. Chapter 2 presents the basic matrix method of analysis and gives several examples of linear analysis of semi-rigid pointed frames. It is evident from this that one must have a good understanding of first-order linear analysis before handling a second-order non-linear analysis. </subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">In chapter 3, the linearized bifurcation and second-order large deflection are compared and the detailed procedure for a second-order analysis based on the Newton-Raphson scheme is described. Chapter 4 introduces various solution schemes for tracing of post-buckling equilibrium paths and the Minimum Residual Displacement control method with arc-length load step control is employed for the post-buckling analysis of two and three dimensional structures. Chapter 5 addresses the non-linear behaviour and modelling of semi-rigid connections while several numerical functions for description of moment versus rotation curves of typical connection types are introduced. The scope of the work in chapter 6 covers semi-rigid connections and material yielding to the static analysis of steel frames. Chapter 7 studies the cyclic response of steel frames with semi-rigid joints and elastic material characteristics. </subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">In the last chapter the combined effects of semi-rigid connections and plastic hinges on steel frames under time-dependent loads are studied using a simple springs-in-series model. For computational effectiveness and efficiency, the concentrated plastic hinge concept is used throughout these studies</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">Includes bibliographical references and indexes</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Structural analysis</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Steel framing (Building)</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">TECHNOLOGY & ENGINEERING / Structural</subfield><subfield code="2">bisacsh</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Steel, Structural</subfield><subfield code="2">fast</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Structural analysis (Engineering)</subfield><subfield code="2">fast</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Structural frames / Design and construction</subfield><subfield code="2">fast</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Structural frames</subfield><subfield code="x">Design and construction</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Structural analysis (Engineering)</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Steel, Structural</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Nichtlineare Mechanik</subfield><subfield code="0">(DE-588)4042095-4</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Statische Last</subfield><subfield code="0">(DE-588)4182952-9</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Rahmentragwerk</subfield><subfield code="0">(DE-588)4176886-3</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Stahlkonstruktion</subfield><subfield code="0">(DE-588)4182836-7</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="650" ind1="0" ind2="7"><subfield code="a">Dynamische Belastung</subfield><subfield code="0">(DE-588)4121153-4</subfield><subfield code="2">gnd</subfield><subfield code="9">rswk-swf</subfield></datafield><datafield tag="689" ind1="0" ind2="0"><subfield code="a">Stahlkonstruktion</subfield><subfield code="0">(DE-588)4182836-7</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="0" ind2="1"><subfield code="a">Rahmentragwerk</subfield><subfield code="0">(DE-588)4176886-3</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="0" ind2="2"><subfield code="a">Nichtlineare Mechanik</subfield><subfield code="0">(DE-588)4042095-4</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="0" ind2="3"><subfield code="a">Statische Last</subfield><subfield code="0">(DE-588)4182952-9</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="0" ind2="4"><subfield code="a">Dynamische Belastung</subfield><subfield code="0">(DE-588)4121153-4</subfield><subfield code="D">s</subfield></datafield><datafield tag="689" ind1="0" ind2=" "><subfield code="8">1\p</subfield><subfield code="5">DE-604</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Chui, P. P. T.</subfield><subfield code="e">Sonstige</subfield><subfield code="4">oth</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">http://www.sciencedirect.com/science/book/9780080429984</subfield><subfield code="x">Verlag</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">ZDB-33-ESD</subfield><subfield code="a">ZDB-33-EBS</subfield></datafield><datafield tag="940" ind1="1" ind2=" "><subfield code="q">FAW_PDA_ESD</subfield></datafield><datafield tag="940" ind1="1" ind2=" "><subfield code="q">FLA_PDA_ESD</subfield></datafield><datafield tag="999" ind1=" " ind2=" "><subfield code="a">oai:aleph.bib-bvb.de:BVB01-027752729</subfield></datafield><datafield tag="883" ind1="1" ind2=" "><subfield code="8">1\p</subfield><subfield code="a">cgwrk</subfield><subfield code="d">20201028</subfield><subfield code="q">DE-101</subfield><subfield code="u">https://d-nb.info/provenance/plan#cgwrk</subfield></datafield></record></collection> |
| id | DE-604.BV042315738 |
| illustrated | Not Illustrated |
| indexdate | 2024-07-10T01:18:13Z |
| institution | BVB |
| isbn | 9780080429984 008042998X 9780080537719 0080537715 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-027752729 |
| oclc_num | 162131173 |
| open_access_boolean | |
| owner | DE-1046 |
| owner_facet | DE-1046 |
| physical | 1 Online-Ressource (xviii, 336 p.) |
| psigel | ZDB-33-ESD ZDB-33-EBS FAW_PDA_ESD FLA_PDA_ESD |
| publishDate | 2000 |
| publishDateSearch | 2000 |
| publishDateSort | 2000 |
| publisher | Elsevier |
| record_format | marc |
| spelling | Chan, S. L. Verfasser aut Non-linear static and cyclic analysis of steel frames with semi-rigid connections S.L. Chan and P.P.T. Chui Amsterdam Elsevier 2000 1 Online-Ressource (xviii, 336 p.) txt rdacontent c rdamedia cr rdacarrier This book is devoted to the discussion and studies of simple and efficient numerical procedures for large deflection and elasto-plastic analysis of steel frames under static and dynamic loading. In chapter 1, the basic fundamental behaviour and philosophy for design of structural steel is discussed, emphasising different modes of buckling and the inter-relationship between different types of analysis. In addition to this, different levels of refinement for non-linear analysis are described. An introduction is also given to the well-known P- & dgr; and P- & Dgr; effects. Chapter 2 presents the basic matrix method of analysis and gives several examples of linear analysis of semi-rigid pointed frames. It is evident from this that one must have a good understanding of first-order linear analysis before handling a second-order non-linear analysis. In chapter 3, the linearized bifurcation and second-order large deflection are compared and the detailed procedure for a second-order analysis based on the Newton-Raphson scheme is described. Chapter 4 introduces various solution schemes for tracing of post-buckling equilibrium paths and the Minimum Residual Displacement control method with arc-length load step control is employed for the post-buckling analysis of two and three dimensional structures. Chapter 5 addresses the non-linear behaviour and modelling of semi-rigid connections while several numerical functions for description of moment versus rotation curves of typical connection types are introduced. The scope of the work in chapter 6 covers semi-rigid connections and material yielding to the static analysis of steel frames. Chapter 7 studies the cyclic response of steel frames with semi-rigid joints and elastic material characteristics. In the last chapter the combined effects of semi-rigid connections and plastic hinges on steel frames under time-dependent loads are studied using a simple springs-in-series model. For computational effectiveness and efficiency, the concentrated plastic hinge concept is used throughout these studies Includes bibliographical references and indexes Structural analysis Steel framing (Building) TECHNOLOGY & ENGINEERING / Structural bisacsh Steel, Structural fast Structural analysis (Engineering) fast Structural frames / Design and construction fast Structural frames Design and construction Structural analysis (Engineering) Steel, Structural Nichtlineare Mechanik (DE-588)4042095-4 gnd rswk-swf Statische Last (DE-588)4182952-9 gnd rswk-swf Rahmentragwerk (DE-588)4176886-3 gnd rswk-swf Stahlkonstruktion (DE-588)4182836-7 gnd rswk-swf Dynamische Belastung (DE-588)4121153-4 gnd rswk-swf Stahlkonstruktion (DE-588)4182836-7 s Rahmentragwerk (DE-588)4176886-3 s Nichtlineare Mechanik (DE-588)4042095-4 s Statische Last (DE-588)4182952-9 s Dynamische Belastung (DE-588)4121153-4 s 1\p DE-604 Chui, P. P. T. Sonstige oth http://www.sciencedirect.com/science/book/9780080429984 Verlag Volltext 1\p cgwrk 20201028 DE-101 https://d-nb.info/provenance/plan#cgwrk |
| spellingShingle | Chan, S. L. Non-linear static and cyclic analysis of steel frames with semi-rigid connections Structural analysis Steel framing (Building) TECHNOLOGY & ENGINEERING / Structural bisacsh Steel, Structural fast Structural analysis (Engineering) fast Structural frames / Design and construction fast Structural frames Design and construction Structural analysis (Engineering) Steel, Structural Nichtlineare Mechanik (DE-588)4042095-4 gnd Statische Last (DE-588)4182952-9 gnd Rahmentragwerk (DE-588)4176886-3 gnd Stahlkonstruktion (DE-588)4182836-7 gnd Dynamische Belastung (DE-588)4121153-4 gnd |
| subject_GND | (DE-588)4042095-4 (DE-588)4182952-9 (DE-588)4176886-3 (DE-588)4182836-7 (DE-588)4121153-4 |
| title | Non-linear static and cyclic analysis of steel frames with semi-rigid connections |
| title_auth | Non-linear static and cyclic analysis of steel frames with semi-rigid connections |
| title_exact_search | Non-linear static and cyclic analysis of steel frames with semi-rigid connections |
| title_full | Non-linear static and cyclic analysis of steel frames with semi-rigid connections S.L. Chan and P.P.T. Chui |
| title_fullStr | Non-linear static and cyclic analysis of steel frames with semi-rigid connections S.L. Chan and P.P.T. Chui |
| title_full_unstemmed | Non-linear static and cyclic analysis of steel frames with semi-rigid connections S.L. Chan and P.P.T. Chui |
| title_short | Non-linear static and cyclic analysis of steel frames with semi-rigid connections |
| title_sort | non linear static and cyclic analysis of steel frames with semi rigid connections |
| topic | Structural analysis Steel framing (Building) TECHNOLOGY & ENGINEERING / Structural bisacsh Steel, Structural fast Structural analysis (Engineering) fast Structural frames / Design and construction fast Structural frames Design and construction Structural analysis (Engineering) Steel, Structural Nichtlineare Mechanik (DE-588)4042095-4 gnd Statische Last (DE-588)4182952-9 gnd Rahmentragwerk (DE-588)4176886-3 gnd Stahlkonstruktion (DE-588)4182836-7 gnd Dynamische Belastung (DE-588)4121153-4 gnd |
| topic_facet | Structural analysis Steel framing (Building) TECHNOLOGY & ENGINEERING / Structural Steel, Structural Structural analysis (Engineering) Structural frames / Design and construction Structural frames Design and construction Nichtlineare Mechanik Statische Last Rahmentragwerk Stahlkonstruktion Dynamische Belastung |
| url | http://www.sciencedirect.com/science/book/9780080429984 |
| work_keys_str_mv | AT chansl nonlinearstaticandcyclicanalysisofsteelframeswithsemirigidconnections AT chuippt nonlinearstaticandcyclicanalysisofsteelframeswithsemirigidconnections |