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- Publisher Website: 10.1061/(ASCE)0733-9445(2001)127:3(256)
- Scopus: eid_2-s2.0-0034825178
- WOS: WOS:000167158300005
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Article: Approximate Analysis Method for ModularTubular Falsework
| Title | Approximate Analysis Method for ModularTubular Falsework |
|---|---|
| Authors | |
| Keywords | Nonlinear equations Structural frames |
| Issue Date | 2001 |
| Publisher | American Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/st.html |
| Citation | Journal of Structural Engineering, 2001, v. 127 n. 3, p. 256-263 How to Cite? |
| Abstract | This paper presents a derivation of exact expressions of moment-curvature relations of a circular tubular section. On the basis of these expressions and the observed behavior of full-scale specimens, an approximate method of second-order inelastic analysis applicable to pinned supported columns and modular falsework frames is presented. The approximate method is used to obtain load-deflection curves, and in the solution procedure, a set of simultaneous nonlinear equations is solved using MATHCAD. The load-deflection curves compare well with experimental results, and their application is helpful for verifying the quality of the modular tubular falsework units used in construction. |
| Persistent Identifier | http://hdl.handle.net/10722/223809 |
| ISSN | 2023 Impact Factor: 3.7 2023 SCImago Journal Rankings: 1.360 |
| ISI Accession Number ID |
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Peng, JL | - |
| dc.contributor.author | Pan, ADE | - |
| dc.contributor.author | Chen, WF | - |
| dc.date.accessioned | 2016-03-17T08:12:35Z | - |
| dc.date.available | 2016-03-17T08:12:35Z | - |
| dc.date.issued | 2001 | - |
| dc.identifier.citation | Journal of Structural Engineering, 2001, v. 127 n. 3, p. 256-263 | - |
| dc.identifier.issn | 0733-9445 | - |
| dc.identifier.uri | http://hdl.handle.net/10722/223809 | - |
| dc.description.abstract | This paper presents a derivation of exact expressions of moment-curvature relations of a circular tubular section. On the basis of these expressions and the observed behavior of full-scale specimens, an approximate method of second-order inelastic analysis applicable to pinned supported columns and modular falsework frames is presented. The approximate method is used to obtain load-deflection curves, and in the solution procedure, a set of simultaneous nonlinear equations is solved using MATHCAD. The load-deflection curves compare well with experimental results, and their application is helpful for verifying the quality of the modular tubular falsework units used in construction. | - |
| dc.language | eng | - |
| dc.publisher | American Society of Civil Engineers. The Journal's web site is located at http://www.pubs.asce.org/journals/st.html | - |
| dc.relation.ispartof | Journal of Structural Engineering | - |
| dc.rights | Journal of Structural Engineering. Copyright © American Society of Civil Engineers. | - |
| dc.subject | Nonlinear equations | - |
| dc.subject | Structural frames | - |
| dc.title | Approximate Analysis Method for ModularTubular Falsework | - |
| dc.type | Article | - |
| dc.identifier.email | Pan, ADE: austinp@hkusua.hku.hk | - |
| dc.identifier.doi | 10.1061/(ASCE)0733-9445(2001)127:3(256) | - |
| dc.identifier.scopus | eid_2-s2.0-0034825178 | - |
| dc.identifier.hkuros | 61306 | - |
| dc.identifier.volume | 127 | - |
| dc.identifier.issue | 3 | - |
| dc.identifier.spage | 256 | - |
| dc.identifier.epage | 263 | - |
| dc.identifier.isi | WOS:000167158300005 | - |
| dc.publisher.place | United States | - |
| dc.identifier.issnl | 0733-9445 | - |