Dynamic characteristics and seismic behavior of prefabricated steel stairs in a full-scale five-story building shake table test program
Summary This paper investigates the dynamic characteristics and seismic behavior of prefabricated steel stairs in a full‐scale five‐story building shake table test program. The test building was subjected to a suite of earthquake input motions and low‐amplitude white noise base excitations first, wh...
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| Published in | Earthquake engineering & structural dynamics Vol. 44; no. 14; pp. 2507 - 2527 |
|---|---|
| Main Authors | , , , , |
| Format | Journal Article |
| Language | English |
| Published |
Bognor Regis
Blackwell Publishing Ltd
01.11.2015
Wiley Subscription Services, Inc |
| Subjects | |
| Online Access | Get full text |
| ISSN | 0098-8847 1096-9845 |
| DOI | 10.1002/eqe.2595 |
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| Abstract | Summary
This paper investigates the dynamic characteristics and seismic behavior of prefabricated steel stairs in a full‐scale five‐story building shake table test program. The test building was subjected to a suite of earthquake input motions and low‐amplitude white noise base excitations first, while the building was isolated at its base, and subsequently while it was fixed to the shake table platen. This paper presents the modal characteristics of the stairs identified using the data recorded from white noise base excitation tests as well as the physical and measured responses of the stairs from the earthquake tests. The observed damage to the stairs is categorized into three distinct damage states and is correlated with the interstory drift demands of the building. These shake table tests highlight the seismic vulnerability of modern designed stair systems and in particular identifies as a key research need the importance of improving the deformability of flight‐to‐building connections. Copyright © 2015 John Wiley & Sons, Ltd. |
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| AbstractList | Summary
This paper investigates the dynamic characteristics and seismic behavior of prefabricated steel stairs in a full‐scale five‐story building shake table test program. The test building was subjected to a suite of earthquake input motions and low‐amplitude white noise base excitations first, while the building was isolated at its base, and subsequently while it was fixed to the shake table platen. This paper presents the modal characteristics of the stairs identified using the data recorded from white noise base excitation tests as well as the physical and measured responses of the stairs from the earthquake tests. The observed damage to the stairs is categorized into three distinct damage states and is correlated with the interstory drift demands of the building. These shake table tests highlight the seismic vulnerability of modern designed stair systems and in particular identifies as a key research need the importance of improving the deformability of flight‐to‐building connections. Copyright © 2015 John Wiley & Sons, Ltd. Summary This paper investigates the dynamic characteristics and seismic behavior of prefabricated steel stairs in a full-scale five-story building shake table test program. The test building was subjected to a suite of earthquake input motions and low-amplitude white noise base excitations first, while the building was isolated at its base, and subsequently while it was fixed to the shake table platen. This paper presents the modal characteristics of the stairs identified using the data recorded from white noise base excitation tests as well as the physical and measured responses of the stairs from the earthquake tests. The observed damage to the stairs is categorized into three distinct damage states and is correlated with the interstory drift demands of the building. These shake table tests highlight the seismic vulnerability of modern designed stair systems and in particular identifies as a key research need the importance of improving the deformability of flight-to-building connections. Copyright © 2015 John Wiley & Sons, Ltd. This paper investigates the dynamic characteristics and seismic behavior of prefabricated steel stairs in a full-scale five-story building shake table test program. The test building was subjected to a suite of earthquake input motions and low-amplitude white noise base excitations first, while the building was isolated at its base, and subsequently while it was fixed to the shake table platen. This paper presents the modal characteristics of the stairs identified using the data recorded from white noise base excitation tests as well as the physical and measured responses of the stairs from the earthquake tests. The observed damage to the stairs is categorized into three distinct damage states and is correlated with the interstory drift demands of the building. These shake table tests highlight the seismic vulnerability of modern designed stair systems and in particular identifies as a key research need the importance of improving the deformability of flight-to-building connections. This paper investigates the dynamic characteristics and seismic behavior of prefabricated steel stairs in a full‐scale five‐story building shake table test program. The test building was subjected to a suite of earthquake input motions and low‐amplitude white noise base excitations first, while the building was isolated at its base, and subsequently while it was fixed to the shake table platen. This paper presents the modal characteristics of the stairs identified using the data recorded from white noise base excitation tests as well as the physical and measured responses of the stairs from the earthquake tests. The observed damage to the stairs is categorized into three distinct damage states and is correlated with the interstory drift demands of the building. These shake table tests highlight the seismic vulnerability of modern designed stair systems and in particular identifies as a key research need the importance of improving the deformability of flight‐to‐building connections. Copyright © 2015 John Wiley & Sons, Ltd. |
| Author | Conte, Joel P. Wang, Xiang Hutchinson, Tara C. Restrepo, José I. Astroza, Rodrigo |
| Author_xml | – sequence: 1 givenname: Xiang surname: Wang fullname: Wang, Xiang organization: Department of Structural Engineering, University of California at San Diego, La Jolla, CA 92093 U.S.A – sequence: 2 givenname: Rodrigo surname: Astroza fullname: Astroza, Rodrigo organization: Department of Structural Engineering, University of California at San Diego, La Jolla, CA 92093 U.S.A – sequence: 3 givenname: Tara C. surname: Hutchinson fullname: Hutchinson, Tara C. email: Correspondence to: Tara C. Hutchinson, Department of Structural Engineering, University of California at San Diego, La Jolla, CA 92093., tara@ucsd.edu organization: Department of Structural Engineering, University of California at San Diego, La Jolla, CA 92093 U.S.A – sequence: 4 givenname: Joel P. surname: Conte fullname: Conte, Joel P. organization: Department of Structural Engineering, University of California at San Diego, La Jolla, CA 92093 U.S.A – sequence: 5 givenname: José I. surname: Restrepo fullname: Restrepo, José I. organization: Department of Structural Engineering, University of California at San Diego, La Jolla, CA 92093 U.S.A |
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| References | Icc. International building code, International Code Council, Washington, D.C, 2012. Kam WY, Pampanin S. The seismic performance of RC buildings in the 22 February 2011 Christchurch earthquake, Structural Concrete 2011; 124: 223-233. Moaveni B, He X, Conte JP, Restrepo JI, Panagiotou M. System identification study of a 7-story full-scale building slice tested on the UCSD-NEES shake table, Journal of Structural Engineering 2010; 1376: 705-717. Kuntz GL, Browning J. Reduction of column yielding during earthquakes for reinforced concrete frames, ACI Structural Journal 2003; 1005: 573-580. Higgins C. Prefabricated steel stair performance under combined seismic and gravity loads, ASCE Journal of Structural Engineering 2009; 1352: 122-129. Wang X, Pantoli E, Hutchinson C, Restrepo J, Wood R, Hoehler M, Grzesik P, Sesma F. Seismic performance of cold-formed steel wall systems in a full-scale building, Journal of Structural Engineering 2015. DOI: 10.1061/(ASCE)ST.1943-541X.0001245. Astroza R, Ebrahimian H, Conte JP, Restrepo JI, Hutchinson TC. System identification of a full-scale five-story reinforced concrete building tested on the NEES-UCSD shake table., Submitted to Structural Control and Health Monitoring. Wang X, Hutchinson TC, Conte JP, Restrepo JI. Computational assessment of seismic behavior of prefabricated steel stairs, In Preparation 2015. Bull DK. Stair and Access Ramps Between Floors in Multi-storey Buildings, A report of the Canterbury Earthquakes Royal Commission, Christchurch, New Zealand, 2011. ASCE 7-10. Minimum Design Loads for Buildings and Other Structures, American Society of Civil Engineers, Reston, VA, 2010. Belleri A, Moaveni B, Restrepo J. Damage assessment through structural identification of a three-story large-scale precast concrete structure, Earthquake Engineering and Structural Dynamics 2014; 431: 61-76. Li B, Mosalam KM. Seismic performance of reinforced-concrete stairways during the 2008 Wenchuan earthquake, ASCE Journal of Performance of Constructed Facilities 2013; 276: 721-730. Downing SD, Socie DF. Simple rainflow counting algorithms, International Journal of Fatigue 1982; 41: 31-40. Aci. Building Code Requirements for Structural Concrete and Commentary, American Concrete Institute, Farmington Hills, MI, 2008. Van Overschee P, De Moor B. Subspace Identification for Linear Systems: Theory, Implementation, Applications, Kluwer academic publishers, Boston, MA, 1996. 2013; 27 2012 2011 2000 2010 2010; 137 1982; 4 2008 1996 2009; 135 2011; 12 1982 2004 2015 1993 2013 2003; 100 2014; 43 Aci (e_1_2_8_28_1) 2008 e_1_2_8_24_1 e_1_2_8_25_1 e_1_2_8_27_1 Icc (e_1_2_8_2_1) 2012 Wang X (e_1_2_8_26_1) 2015 e_1_2_8_5_1 e_1_2_8_4_1 e_1_2_8_6_1 e_1_2_8_9_1 e_1_2_8_20_1 e_1_2_8_22_1 e_1_2_8_23_1 Bull DK (e_1_2_8_3_1) 2011 e_1_2_8_18_1 e_1_2_8_19_1 ASCE 7–10 (e_1_2_8_7_1) 2010 e_1_2_8_13_1 e_1_2_8_14_1 e_1_2_8_15_1 e_1_2_8_16_1 Astroza R (e_1_2_8_21_1) Higgins C (e_1_2_8_8_1) 2009; 135 e_1_2_8_10_1 e_1_2_8_11_1 Kuntz GL (e_1_2_8_17_1) 2003; 100 e_1_2_8_12_1 |
| References_xml | – reference: Aci. Building Code Requirements for Structural Concrete and Commentary, American Concrete Institute, Farmington Hills, MI, 2008. – reference: Moaveni B, He X, Conte JP, Restrepo JI, Panagiotou M. System identification study of a 7-story full-scale building slice tested on the UCSD-NEES shake table, Journal of Structural Engineering 2010; 1376: 705-717. – reference: Icc. International building code, International Code Council, Washington, D.C, 2012. – reference: Li B, Mosalam KM. Seismic performance of reinforced-concrete stairways during the 2008 Wenchuan earthquake, ASCE Journal of Performance of Constructed Facilities 2013; 276: 721-730. – reference: ASCE 7-10. Minimum Design Loads for Buildings and Other Structures, American Society of Civil Engineers, Reston, VA, 2010. – reference: Kuntz GL, Browning J. Reduction of column yielding during earthquakes for reinforced concrete frames, ACI Structural Journal 2003; 1005: 573-580. – reference: Wang X, Hutchinson TC, Conte JP, Restrepo JI. Computational assessment of seismic behavior of prefabricated steel stairs, In Preparation 2015. – reference: Downing SD, Socie DF. Simple rainflow counting algorithms, International Journal of Fatigue 1982; 41: 31-40. – reference: Belleri A, Moaveni B, Restrepo J. Damage assessment through structural identification of a three-story large-scale precast concrete structure, Earthquake Engineering and Structural Dynamics 2014; 431: 61-76. – reference: Bull DK. Stair and Access Ramps Between Floors in Multi-storey Buildings, A report of the Canterbury Earthquakes Royal Commission, Christchurch, New Zealand, 2011. – reference: Wang X, Pantoli E, Hutchinson C, Restrepo J, Wood R, Hoehler M, Grzesik P, Sesma F. Seismic performance of cold-formed steel wall systems in a full-scale building, Journal of Structural Engineering 2015. DOI: 10.1061/(ASCE)ST.1943-541X.0001245. – reference: Kam WY, Pampanin S. The seismic performance of RC buildings in the 22 February 2011 Christchurch earthquake, Structural Concrete 2011; 124: 223-233. – reference: Higgins C. Prefabricated steel stair performance under combined seismic and gravity loads, ASCE Journal of Structural Engineering 2009; 1352: 122-129. – reference: Astroza R, Ebrahimian H, Conte JP, Restrepo JI, Hutchinson TC. System identification of a full-scale five-story reinforced concrete building tested on the NEES-UCSD shake table., Submitted to Structural Control and Health Monitoring. – reference: Van Overschee P, De Moor B. Subspace Identification for Linear Systems: Theory, Implementation, Applications, Kluwer academic publishers, Boston, MA, 1996. – year: 2011 – article-title: System identification of a full‐scale five‐story reinforced concrete building tested on the NEES‐UCSD shake table. publication-title: Submitted to Structural Control and Health Monitoring – volume: 135 start-page: 122 issue: 2 year: 2009 end-page: 129 article-title: Prefabricated steel stair performance under combined seismic and gravity loads publication-title: ASCE Journal of Structural Engineering – year: 1982 – volume: 100 start-page: 573 issue: 5 year: 2003 end-page: 580 article-title: Reduction of column yielding during earthquakes for reinforced concrete frames publication-title: ACI Structural Journal – volume: 27 start-page: 721 issue: 6 year: 2013 end-page: 730 article-title: Seismic performance of reinforced‐concrete stairways during the 2008 Wenchuan earthquake publication-title: ASCE Journal of Performance of Constructed Facilities – volume: 137 start-page: 705 issue: 6 year: 2010 end-page: 717 article-title: System identification study of a 7‐story full‐scale building slice tested on the UCSD‐NEES shake table publication-title: Journal of Structural Engineering – volume: 12 start-page: 223 issue: 4 year: 2011 end-page: 233 article-title: The seismic performance of RC buildings in the 22 February 2011 Christchurch earthquake publication-title: Structural Concrete – year: 2008 – year: 2004 – year: 2000 – year: 1996 – start-page: 1472 year: 2013 end-page: 1484 – year: 2015 article-title: Seismic performance of cold‐formed steel wall systems in a full‐scale building publication-title: Journal of Structural Engineering – year: 2015 article-title: Computational assessment of seismic behavior of prefabricated steel stairs publication-title: In Preparation – start-page: 1303 year: 1993 end-page: 1309 – volume: 43 start-page: 61 issue: 1 year: 2014 end-page: 76 article-title: Damage assessment through structural identification of a three‐story large‐scale precast concrete structure publication-title: Earthquake Engineering and Structural Dynamics – year: 2010 – volume: 4 start-page: 31 issue: 1 year: 1982 end-page: 40 article-title: Simple rainflow counting algorithms publication-title: International Journal of Fatigue – start-page: 110 year: 1982 end-page: 116 – year: 2012 – year: 2013 – volume-title: International building code year: 2012 ident: e_1_2_8_2_1 – ident: e_1_2_8_23_1 doi: 10.1061/(ASCE)ST.1943-541X.0000300 – ident: e_1_2_8_14_1 – ident: e_1_2_8_6_1 – ident: e_1_2_8_11_1 – volume: 100 start-page: 573 issue: 5 year: 2003 ident: e_1_2_8_17_1 article-title: Reduction of column yielding during earthquakes for reinforced concrete frames publication-title: ACI Structural Journal – ident: e_1_2_8_25_1 – volume-title: Minimum Design Loads for Buildings and Other Structures year: 2010 ident: e_1_2_8_7_1 – ident: e_1_2_8_5_1 doi: 10.1061/(ASCE)CF.1943-5509.0000382 – ident: e_1_2_8_13_1 – ident: e_1_2_8_10_1 – ident: e_1_2_8_27_1 – ident: e_1_2_8_19_1 – year: 2015 ident: e_1_2_8_26_1 article-title: Computational assessment of seismic behavior of prefabricated steel stairs publication-title: In Preparation – ident: e_1_2_8_15_1 – ident: e_1_2_8_20_1 doi: 10.1007/978-1-4613-0465-4 – volume-title: Stair and Access Ramps Between Floors in Multi‐storey Buildings year: 2011 ident: e_1_2_8_3_1 – volume: 135 start-page: 122 issue: 2 year: 2009 ident: e_1_2_8_8_1 article-title: Prefabricated steel stair performance under combined seismic and gravity loads publication-title: ASCE Journal of Structural Engineering doi: 10.1061/(ASCE)0733-9445(2009)135:2(122) – ident: e_1_2_8_9_1 – ident: e_1_2_8_21_1 article-title: System identification of a full‐scale five‐story reinforced concrete building tested on the NEES‐UCSD shake table. publication-title: Submitted to Structural Control and Health Monitoring – ident: e_1_2_8_22_1 doi: 10.1002/eqe.2332 – volume-title: Building Code Requirements for Structural Concrete and Commentary year: 2008 ident: e_1_2_8_28_1 – ident: e_1_2_8_24_1 doi: 10.1016/0142-1123(82)90018-4 – ident: e_1_2_8_18_1 doi: 10.6028/NIST.GCR.08-917-1 – ident: e_1_2_8_12_1 doi: 10.1061/40779(158)1 – ident: e_1_2_8_4_1 doi: 10.1002/suco.201100044 – ident: e_1_2_8_16_1 doi: 10.1061/(ASCE)ST.1943‐541X.0001245 |
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This paper investigates the dynamic characteristics and seismic behavior of prefabricated steel stairs in a full‐scale five‐story building shake table... This paper investigates the dynamic characteristics and seismic behavior of prefabricated steel stairs in a full‐scale five‐story building shake table test... Summary This paper investigates the dynamic characteristics and seismic behavior of prefabricated steel stairs in a full-scale five-story building shake table... This paper investigates the dynamic characteristics and seismic behavior of prefabricated steel stairs in a full-scale five-story building shake table test... |
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| SubjectTerms | Buildings Construction Damage Dynamic characteristics Excitation modal parameters nonstructural components and systems Seismic response Shake table tests stairs stairs systems system identification White noise |
| Title | Dynamic characteristics and seismic behavior of prefabricated steel stairs in a full-scale five-story building shake table test program |
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