Publications
Detailed Information
Strain-based strength model for direct punching shear of interior slab-column connections
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Park, Hong-Gun | - |
dc.contributor.author | Choi, Kyoung-Kyu | - |
dc.contributor.author | Chung, Lan | - |
dc.date.accessioned | 2011-12-08T01:38:43Z | - |
dc.date.available | 2011-12-08T01:38:43Z | - |
dc.date.issued | 2011-03-01 | - |
dc.identifier.citation | ENGINEERING STRUCTURES; Vol.33 3; 1062-1073 | - |
dc.identifier.issn | 0141-0296 | - |
dc.identifier.uri | https://hdl.handle.net/10371/75082 | - |
dc.description.abstract | A strength model was developed to predict the direct punching shear strength of interior slab-column connections without shear reinforcement. At slab-column connections damaged by flexural cracking, it was assumed that the punching shear force was resisted mainly by the compression zone of the critical section. The punching shear strength at the critical section was determined at the intersection between the shear capacity curve and the demand curve. The shear capacity was defined by the material failure criteria of concrete, addressing the effect of the slab flexural stresses on the shear stress capacity of concrete. The shear demand was defined as a shear force required to develop the flexural moment of the slab. For the application of the proposed model to design practice, a simplified strength model was also developed, introducing two modification factors involving in the size effect and non-uniform shear stress distribution. For verification, the proposed strength model was applied to existing test specimens tested by other researchers. (C) 2010 Elsevier Ltd. All rights reserved. | - |
dc.language.iso | en | - |
dc.publisher | ELSEVIER SCI LTD | - |
dc.subject | Slabs | - |
dc.subject | Failure criteria | - |
dc.subject | Slab-column connections | - |
dc.subject | Punching shear | - |
dc.title | Strain-based strength model for direct punching shear of interior slab-column connections | - |
dc.type | Article | - |
dc.contributor.AlternativeAuthor | 박홍근 | - |
dc.contributor.AlternativeAuthor | 최경규 | - |
dc.contributor.AlternativeAuthor | 정란 | - |
dc.identifier.doi | 10.1016/j.engstruct.2010.12.032 | - |
dc.citation.journaltitle | ENGINEERING STRUCTURES | - |
dc.description.citedreference | Silva RJC, 2007, ACI STRUCT J, V104, P123 | - |
dc.description.citedreference | Park HG, 2006, ACI STRUCT J, V103, P783 | - |
dc.description.citedreference | Teng S, 2004, ACI STRUCT J, V101, P678 | - |
dc.description.citedreference | Erberik MA, 2004, ENG STRUCT, V26, P937, DOI 10.1016/j.engstruct.2004.02.012 | - |
dc.description.citedreference | PARK H, 2004, J KOREA CONCRETE I, V16, P163 | - |
dc.description.citedreference | Tureyen AK, 2003, ACI STRUCT J, V100, P609 | - |
dc.description.citedreference | Theodorakopoulos DD, 2002, CEMENT CONCRETE COMP, V24, P509 | - |
dc.description.citedreference | *EC, 2002, 2 EC | - |
dc.description.citedreference | Zararis PD, 2001, J STRUCT ENG-ASCE, V127, P733 | - |
dc.description.citedreference | *CEB FIP TASK GROU, 2001, 12 CEBFIP TASK GROUP | - |
dc.description.citedreference | Jelic I, 1999, MAG CONCRETE RES, V51, P131 | - |
dc.description.citedreference | DAVID ZY, 1999, INT J MECH SCI, V41, P1 | - |
dc.description.citedreference | NIELSEN MP, 1999, LIMIT ANAL CONCRETE, P306 | - |
dc.description.citedreference | OZBOLT J, 1999, NUMERISCHE UNT UNPUB | - |
dc.description.citedreference | KOTSOVOS MD, 1998, ULTIMATE LIMIT STATE | - |
dc.description.citedreference | Farhey DN, 1997, ACI STRUCT J, V94, P653 | - |
dc.description.citedreference | *BS, 1997, 8110 BS | - |
dc.description.citedreference | Choi KK, 2007, ACI STRUCT J, V104, P142 | - |
dc.description.citedreference | Theodorakopoulos DD, 2007, ACI STRUCT J, V104, P257 | - |
dc.description.citedreference | Choi KK, 2007, CEMENT CONCRETE COMP, V29, P409, DOI 10.1016/j.cemconcomp.2006.12.003 | - |
dc.description.citedreference | Park HG, 2007, ENG STRUCT, V29, P1096, DOI 10.1016/j.engstruct.2006.08.001 | - |
dc.description.citedreference | Hegger J, 2007, ENG STRUCT, V29, P2233, DOI 10.1016/j.engstruct.2006.11.012 | - |
dc.description.citedreference | *ACI COMM, 2008, 318 ACI COMM | - |
dc.description.citedreference | Marinkovic SB, 2008, ENG STRUCT, V30, P2752, DOI 10.1016/j.engstruct.2008.03.009 | - |
dc.description.citedreference | Ruiz MF, 2009, ACI STRUCT J, V106, P485 | - |
dc.description.citedreference | Eder MA, 2010, ENG STRUCT, V32, P3911, DOI 10.1016/j.engstruct.2010.09.004 | - |
dc.description.citedreference | BERNAERT M, 1996, CEB B, P57 | - |
dc.description.citedreference | HALLGREN M, 1996, TRITA BKN, V23 | - |
dc.description.citedreference | RAMDANE KE, 1996, P 4 INT S UT HIGH ST, V3, P1015 | - |
dc.description.citedreference | NEVILLE AM, 1995, PROPERTIES CONCRETE | - |
dc.description.citedreference | KORDINA K, 1994, BETON- STAHLBETONBAU, V89, P97 | - |
dc.description.citedreference | *CEB FIP MC, 1993, 90 CEBFIP MC | - |
dc.description.citedreference | HALLGREN M, 1993, UT HIGH STRENGTH CON | - |
dc.description.citedreference | REGAN PE, 1993, CONCRETE 2000 P, V1, P761 | - |
dc.description.citedreference | TOMASZEWICZ A, 1993, 23 SINTEF | - |
dc.description.citedreference | MARZOUK H, 1991, ACI STRUCT J, V88, P701 | - |
dc.description.citedreference | HALLGREN M, 1991, S ULT HIGH CONCR NOR, V1, P192 | - |
dc.description.citedreference | LOVROVICH JS, 1990, ACI STRUCT J, V87, P507 | - |
dc.description.citedreference | TOLF P, 1988, TRITA BST B, V146 | - |
dc.description.citedreference | ALEXANDER SDB, 1987, ACI STRUCT J, V84, P255 | - |
dc.description.citedreference | BAZANT ZP, 1987, ACI STRUCT J, V84, P44 | - |
dc.description.citedreference | REGAN PE, 1986, MAG CONCRETE RES, V38, P115 | - |
dc.description.citedreference | REGAN PE, 1985, CEB B, V168 | - |
dc.description.citedreference | SCHAEFERS U, 1984, BEMESSUNG SICHERHEIT, V356 | - |
dc.description.citedreference | FRASER DJ, 1983, J STRUCT ENG-ASCE, V109, P1479 | - |
dc.description.citedreference | CHEN WF, 1982, PLASTICITY REINFORCE, P204 | - |
dc.description.citedreference | SWAMY RN, 1982, J AM CONCRETE I, V79, P392 | - |
dc.description.citedreference | PRALONG J, 1979, 73053 IBK ETH ZUR | - |
dc.description.citedreference | ALLEN F, 1977, ACI STRUCT J, V89, P294 | - |
dc.description.citedreference | LADNER M, 1977, EXPT UNTERSUCHUNGEN | - |
dc.description.citedreference | MARTI P, 1977, 73052 IBKONSTRUCKTIO | - |
dc.description.citedreference | LADNER M, 1973, MAT TECHNIK S, P60 | - |
dc.description.citedreference | ZAGHOOL ERF, 1973, J STRUCT DIV ASCE, V99, P53 | - |
dc.description.citedreference | VANDERBILT MD, 1972, J STRUCTURAL DIVISIO, V98, P961 | - |
dc.description.citedreference | SCHAEIDT W, 1970, BERECHNUNG FLACHDECK | - |
dc.description.citedreference | KUPFER H, 1969, ACI J, V66, P656 | - |
dc.description.citedreference | CORLEY G, 1968, ACI J, V65, P811 | - |
dc.description.citedreference | MANTEROLA M, 1966, CEB B, P58 | - |
dc.description.citedreference | YITZHAKI D, 1966, ACI J, V63, P527 | - |
dc.description.citedreference | JOHANSEN KW, 1962, YIELD LINE THEORY | - |
dc.description.citedreference | MOE J, 1961, DEV DEP B PORTLAND D, V47, P68 | - |
dc.description.citedreference | KINNUNEN S, 1960, T ROYAL I TECHNOLOGY, V158 | - |
dc.description.citedreference | ELSTNER RC, 1956, ACI J P, V53, P29 | - |
dc.description.citedreference | ELSTNER RC, 1953, INVESTIGATION REINFO, P15 | - |
dc.description.tc | 0 | - |
dc.identifier.wosid | 000287901300035 | - |
- Appears in Collections:
- Files in This Item:
- There are no files associated with this item.
Item View & Download Count
Items in S-Space are protected by copyright, with all rights reserved, unless otherwise indicated.