Bài báo về xây dựng và kết cấu từ ACI STRUCTURAL JOURNAL

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Uan F. Correal, M. Saiid Saiidi, David Sanders, and Saad El-Azazy.(2007). “Shake Table Studies of Bridge Columns with Double Interlocking Spirals”, ACI Structural Journal V. 104 / 4
http://www.box.net/shared/g8slapk4i3
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Khaldoun N. Rahal. (2007). “Combined Torsion and Bending in Reinforced and Prestressed Concrete Beams Using Simplified Method for Combined Stress-Resultants”, ACI Structural Journal, V. 104 / 4
http://www.box.net/shared/je82fqtyaf
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P. Revathi and Devdas Menon.(2007). “Slenderness Effects in Reinforced Concrete Beams”, ACI Structural Journal, V. 104 / 4
http://www.box.net/shared/ohojsz9fg1
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Keun-Hyeok Yang, Heon-Soo Chung, and Ashraf F. Ashour.(2007).”Influence of Shear Reinforcement on Reinforced Concrete Continuous Deep Beams”, ACI Structural Journal, V. 104 / 4
http://www.box.net/shared/l3706of3ai
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Joseph Robert Yost, Shawn P. Gross, David W. Dinehart, and Jason J. Mildenberg.(2007). “Flexural Behavior of Concrete Beams Strengthened with Near-Surface-Mounted CFRP Strips”, ACI Structural Journal, V. 104 / 4
http://www.box.net/shared/vd2spmqec5
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Kyoung-Kyu Choi, Mahmoud M. Reda Taha, and Alaa G. Sherif .(2007). “Simplified Punching Shear Design Method for Slab-Column Connections Using Fuzzy Learning”, ACI Structural Journal, V. 104 / 4
http://www.box.net/shared/1jxdyyrvgn
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Mary Beth D. Hueste, JoAnn Browning, Andres Lepage, and John W. Wallace .(2007). “Seismic Design Criteria for Slab-Column Connections”, ACI Structural Journal, V. 104 / 4
http://www.box.net/shared/r4ibkb631s
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Hung-Jen Lee and Jen-Wen Ko. (2007).”Eccentric Reinforced Concrete Beam-Column Connections Subjected to Cyclic Loading in Principal Directions”, ACI Structural Journal, V. 104 / 4
http://www.box.net/shared/8l2xn6cj0u
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Alexandros G. Tsonos.(2007). “Cyclic Load Behavior of Reinforced Concrete Beam-Column Subassemblages of Modern Structures”, ACI Structural Journal, V. 104 / 4
http://www.box.net/shared/0o02gth37k
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Nam Ho Lee, Kang Sik Kim, Chang Joon Bang, and Kwang Ryeon Park.(2007). “Tensile-Headed Anchors with Large Diameter and Deep Embedment in Concrete”, ACI Structural Journal, V. 104 / 4
http://www.box.net/shared/j6fmpbtxjg
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José R. Martí-Vargas, César A. Arbeláez, Pedro Serna-Ros, and Carmen Castro-Bugallo.(2007). “Reliability of Transfer Length Estimation from Strand End Slip”, ACI Structural Journal, V. 104 / 4
http://www.box.net/shared/iljmpakgze
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Miguel Fernández Ruiz and Aurelio Muttoni.(2007). “On Development of Suitable Stress Fields for Structural Concrete”, ACI Structural Journal, V. 104 / 4
http://www.box.net/shared/augbzaxqdz
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Discussion by Himat Solanki: Shear Strength of Reinforced Concrete T-Beams without Transverse Reinforcement. Paper by A. Koray Tureyen, Tyler S. Wolf, and Robert J. Frosch (From the Sept.-Oct. 2006 ACI Structural Journal)
http://www.box.net/shared/kjy1104f10
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BULLETIN of THE NEW ZEALAND NSEE
M.J. Nigel Priestley .(1993). “Myths and Fallacies in Earthquake Engineering - Conflict between Design and Reality”, Bulletin of The New Zealand National Society for Earthquake Engineering, Vol. 26, No.3 September 1993
http://www.box.net/public/15nx6nx0b2
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CANADIAN JOURNAL of CIVIL ENGINEERING

M.P. Collins, F.J. Vecchio and G. Mehlhorn .(1985). “An international competition to predict the response of reinforced concrete panels”, Can. J. Civ. Eng. 12: 624-644
http://www.box.net/public/gyr4m3orln
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F.J. Vecchio and S. Balopoulou .(1990). “On the nonlinear behaviour of reinforced concrete frames”, Can. J. Civ. Eng. 17: 698-704
http://wiryanto.files.wordpress.com/2006/11/jp12.pdf
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R.G. Selby and F.J. Vecchio .(1997). “A constitutive model for analysis of reinforced concrete solids”, Can. J. Civ. Eng. 24: 460-470
http://wiryanto.files.wordpress.com/2006/11/jp27.pdf
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D. Svecova and R.J. Eden .(2004). “Flexural and shear strengthening of timber beams using glass fibre reinforced polymer bars ― an experimental investigation”, Can. J. Civ. Eng. 31: 45-55
http://www.box.net/public/efgjx92km6
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William Cavers and Gordon A. Fenton .(2004). “An evaluation of pile cap design methods in accordance with the Canadian design standard”, Can. J. Civ. Eng. 31: 109-119
http://wiryanto.files.wordpress.com/2006/11/l03-075.pdf
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Aftab A. Mufti, Baidar Bakht, Dagmar Svecova, and Vidyadhar Limaye .(2004). “Failure tests on full-scale models of grout laminated wood decks”, Can. J. Civ. Eng. 31: 133-145
http://wiryanto.files.wordpress.com/2006/11/l03-088.pdf
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Ricardo N.F. do Carmo and Sérgio M.R. Lopes .(2005). “Ductility and linear analysis with moment redistribution in reinforced high-strength concrete beams”, Can. J. Civ. Eng. 32: 194-203
http://wiryanto.files.wordpress.com/2006/11/l04-080.pdf
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Y.F. Li, S.H. Chen, K.C. Chang, and K.Y. Liu .(2005). “A constitutive model of concrete confined by steel reinforcements and steel jackets”, Can. J. Civ. Eng. 32: 279-288
http://wiryanto.files.wordpress.com/2006/11/l04-093.pdf
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COMPUTER and CONCRETE

Frank J. Vecchio, Evan C. Bentz and Michael P. Collins .(2004). “Tools for forensic analysis of concrete structures”, Computers and Concrete, Vol. 1, No. 1 (2004) 1-14
http://wiryanto.files.wordpress.com/2006/11/cac0101001.pdf
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COMPUTER and STRUCTURES

Lip H. Teh.(2004).”Beam element verification for 3D elastic steel frame analysis”, Computers and Structures 82 (2004) 1167-1179
http://www.box.net/public/7hbho3qk2g
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COMPOSITE STRUCTURES

A.J.M. Ferreira, P.P. Camanho, A.T. Marques, A.A. Fernandes .(2001). “Modelling of concrete beams reinforced with FRP re-bars”, Composite Structures 53 (2001) 107-116
http://wiryanto.files.wordpress.com/2006/11/experimental-study-of-composite-structures.pdf
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CONCRETE INTERNATIONAL

D.M. Rogowsky and J.G. MacGregor .(1986). “Design of Reinforced Concrete Deep Beams - Using the strut and tie model”, Concrete International, August 1986
http://www.box.net/public/kt5i92i4qt
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James K. Wight And Gustavo J. Parra-Montesinos . (2003). “Strut-and-Tie Model for Deep Beam Design: A practical exercise using Appendix A of the 2002 ACI Building Code”, Concrete International, May 2003
http://wiryanto.files.wordpress.com/2006/11/ci2505wight.pdf
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EARTHQUAKE ENGINEERING and ENGINEERING SEISMOLOGY

Thomas Paulay .(1999). “A Simple Seismic Design Strategy Based on Displacement and Ductility Compatibility”, Earthquake Engineering and Engineering Seismology, Vol.1 No.1
http://wiryanto.files.wordpress.com/2006/11/ee0101-5.pdf
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C. H. Yeh and C. H. Loh .(2001). “Methodology of Seismic Hazard Analysis and Damage Assessment”, Earthquake Engineering and Engineering Seismology, Vol.3 No.1
http://www.box.net/public/xnyb696oic
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EARTHQUAKE ENGINEERING and STRUCTURAL DYNAMICS

Sinan Akkar and Julian J. Bommer.(2007). “Prediction of elastic displacement response spectra in Europe and the Middle East”, Earthquake Engng Struct. Dyn. 2007; 36:1275-1301
http://www.box.net/shared/bsu3j90reh
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Chin-Hsiung Loh, Jerome P. Lynch, Kung-Chun Lu, Yang Wang, Chia-Ming Chang, Pei-Yang Lin and Ting-Hei Yeh.(2007). “Experimental verification of a wireless sensing and control system for structural control using MR dampers”, Earthquake Engng Struct. Dyn. 2007; 36:1303-1328
http://www.box.net/shared/xope67u9sf
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Songye Zhu and Yunfeng Zhang.(2007). “Seismic behaviour of self-centring braced frame buildings with reusable hysteretic damping brace”, Earthquake Engng Struct. Dyn. 2007; 36:1329-1346
http://www.box.net/shared/k7xuo3rizg
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R. Pinho, C. Casarotti and S. Antoniou.(2007). “A comparison of single-run pushover analysis techniques forseismic assessment of bridges”, Earthquake Engng Struct. Dyn. 2007; 36:1347-1362
http://www.box.net/shared/y3prl0ffq5
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Manuel Navarro,Francisco Vidal, Takahisa Enomoto, Francisco J. Alcala, Antonio Garcia-Jerez, Francisco J. Sanchez and Norio Abeki.(2007). “Analysis of the weightiness of site effects on reinforced concrete (RC) building seismic behaviour: The Adra town example (SE Spain)”, Earthquake Engng Struct. Dyn. 2007; 36:1363-1383
http://www.box.net/shared/7gxy9mvk4z
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M. R. Ghayamghamian, and G. R. Nouri.(2007). “On the characteristics of ground motion rotational components using Chiba dense array data”, Earthquake Engng Struct. Dyn. 2007; 36:1407-1429
http://www.box.net/shared/ls81864pe3
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EARTHQUAKE SPECTRA

Peter Fajfar .(2000). “A Nonlinear Analysis Method for Performance Based Seismic Design”, Earthquake Spectra, Vol.16 No.3
http://www.box.net/public/67kkzmp6pq
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Keith A. Porter,James L. Beck,and Rustem Shaikhutdinova .(2004). “Simplified Estimation of Economic Seismic Risk for Buildings”, Earthquake Spectra, Vol.20,No.4
http://www.box.net/public/r4r0aoqgjb
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ENGINEERING CONCRETE

E. Montoya, F.J. Vecchio, S.A. Sheikh .(2004). “Numerical evaluation of the behaviour of steel and FRP-confined concrete columns using compression field modelling”, Engineering Structures 26(2004) 1535-1545
http://wiryanto.files.wordpress.com/2006/11/jp52.pdf
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ENGINEERING STRUCTURES

Seung-Eock Kim, Kyung-Won Kang, Dong-Ho Lee .(2003). “Full-scale testing of space steel frame subjected to proportional loads”, Engineering Structures 25 (2003) 69-79
http://www.box.net/public/l59knmesqt
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H. Sezen, A.S. Whittaker, K.J. Elwood, K.M. Mosalam .(2003). “Performance of reinforced concrete buildings during the August 17, 1999 Kocaeli, Turkey earthquake, and seismic design and construction practise in Turkey”, Engineering Structures 25 (2003) 103-114
http://www.box.net/public/mgu9o9anxb
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L. Cavaleri, N. Miraglia, M. Papia .(2003). “Pumice concrete for structural wall panels”, Engineering Structures 25 (2003) 115-125
http://www.box.net/public/6tt6397fhr
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John L. Wilson .(2003). “Earthquake response of tall reinforced concrete chimneys”,Engineering Structures 25 (2003) 11-24
http://www.box.net/public/nysv1ay78n
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M. Brun, J.M. Reynouard, L. Jezequel .(2003). “A simple shear wall model taking into account stiffness degradation”, Engineering Structures 25 (2003) 1-9
http://www.box.net/public/qqe5cjv9id
D. Ngo and A.C. Scordelis .(1967). “Finite Element Analysis of Reinforced Concrete Beams”, ACI Journal , March 1967
http://www.box.net/public/szj1pklj8g
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Peter Marti .(1985). “Basic Tools of Reinforced Concrete Beam Design”, ACI Journal, January-February 1985
http://www.box.net/public/l37ibquiar
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Frank J. Vecchio and Michael P. Collins.(1986). “The Modified Compression-Field Theory for Reinforced Concrete Element Subjected to Shear”, ACI Journal, March-April 1986
http://wiryanto.files.wordpress.com/2006/11/jp2.pdf
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Julio A. Ramirez and John E. Breen .(1991). “Evaluation of a Modified Truss-Model Approach for Beams in Shear”, ACI Structural Journal, V.88, No.5, September-October 1991
http://www.box.net/public/usliq65a3y
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Michael P. Collins, Denis Mitchell, Perry Adebar and Frank J. Vecchio .(1996). “A General Shear Design Method”, ACI Structural Journal, January-February 1996
http://wiryanto.files.wordpress.com/2006/11/jp24.pdf
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Brian S. Maxwell and John E. Breen. (2000). “Experimental Evaluation of Strut-and-Tie Model Applied to Deep Beam with Opening”, ACI Structural Journal, V.97 No.1, Januari-Februari 2000
http://www.box.net/public/z4rfdzhi9t
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Federico A. Tavarez, Lawrence C. Bank, and Michael E. Plesha .(2003). “Analysis of Fiber-Reinforced Polymer Composite Grid Reinforced Concrete Beams”, ACI Structural Journal, March-April 2003
http://wiryanto.files.wordpress.com/2006/11/tavarezbankpleshaacistructures2003.pdf
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Daniel Palermo and Frank J. Vecchio .(2003). “Compression Field Modeling of Reinforced Concrete Subjected to Reversed Loading: Formulation”, ACI Structural Journal, V. 100 / 5
http://wiryanto.files.wordpress.com/2006/11/100-s64.pdf
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Joel M. Barron and Mary Beth D. Hueste.(2004). “Diaphragm Effects in Rectangular Reinforced Concrete Buildings”, ACI Structural Journal, V. 101 / 5
http://wiryanto.files.wordpress.com/2006/11/acidiaphragm.pdf
 

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