박사

Seismic performance of high-rise reinforced concrete wall building structures

황경란 2016년
논문상세정보
' Seismic performance of high-rise reinforced concrete wall building structures' 의 주제별 논문영향력
논문영향력 선정 방법
논문영향력 요약
주제
  • Foundation rocking
  • Seismic simulation
  • Slab
  • Special shear wall
  • reinforced concrete
  • wall
동일주제 총논문수 논문피인용 총횟수 주제별 논문영향력의 평균
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' Seismic performance of high-rise reinforced concrete wall building structures' 의 참고문헌

  • ACI. Building Code Requirements for Structural Concrete and Commentary, ACI 318- 05. Farmington Hills, MI: American Concrete Institute, 2005.
  • —. Seismic Evaluation and Retrofit of Existing Buildings, ASCE/SEI 41-13. Reston, VA: American Society of Civil Engineers, 2014.
  • —. NZS 3101, Concrete Structures Standard Part 1 - The Design of Concrete Structures. Wllington, New Zealand: Standards New Zealand, 2006.
  • —. NZS 1170.5 Supp 1:2004, Structural Design Actions. Part 5: Earthquake actions - New Zealand. Wellington, New Zealand: Standards New Zealand, 2004.
  • —. Korean Building Code, KBC 2009. Seoul: Architectural Institute of Korea (in Korean), 2009.
  • —. Korean Building Code, KBC 2005. Seoul, Korea (in Korean): Architectural Institute of Korea, 2005.
  • —. International Building Code, IBC 2000. Country Club Hills, IL: International Code Council, 2000.
  • —. Building Code Requirements for Structural Concrete, ACI 318-95. Farmington Hills, MI: American Concrete Institute, 1995.
  • —. Building Code Requirements for Structural Concrete and Commentary, ACI 318-99. Farmington Hills, MI: American Concrete Institute, 1999.
  • —. Building Code Requirements for Structural Concrete and Commentary, ACI 318-14. Farmington Hill, MI: American Concrete Institute, 2015.
  • fib. Critical Comparison of Major Seismic Codes for Buildings. Technical report, Lausanne, Switzerland: F d ration internationale du b ton, 2013.
  • Zekioglu, A., M. Willford, L. Jin, and M. Melek. "Case study using the Los Angeles tall buildings structural design council guidelines: 40-storey concrete core wall building." The Structural Design of Tall and Special Buildings 16, no. 5 (2007): 583-597.
  • Yuksel, S.B., and E. Kalkan. "Behavior of tunnel form buildings under quasi-static cyclic lateral loading." Structural Engineering and Mechanics 27, no. 1 (September 2007): 99-115.
  • Wallace, J.W., et al. "Damage and Implications for Seismic Design of RC Structural Wall Buildings." Earthquake Spectra 28, no. S1 (June 2012): S281-S299.
  • Wallace, J.W., and K. Orakcal. "ACI 318-99 provisions for seismic design of structural walls." ACI Structural Journal 99, no. 4 (2002): 499-508.
  • Wallace, J.W., and J.P. Moehle. "An evaluation of ductility and detailing requirements of bearing wall buildings using data from the march 3, 1985, Chile earthquake." Earthquake Spectra 9, no. 1 (1993): 137-156.
  • Wallace, J.W. "Seismic design of RC structural walls. Part I: new code format." Journal of Structural Engineering 121, no. 1 (1995): 75-87.
  • Wallace, J., and J. Moehle. "Behavior and design of structural walls–lessons from recent laboratory tests & earthquakes." Proceedings of the International Symposium on Engineering Lessons Learned from the 2011 Great East Japan Earthquake. Tokyo, Japan, 2011. 1132-1144.
  • Uang, C.M., and V.V. Bertero. Use of energy as a design criterion in earthquakeresistant design. Berkeley, CA: Earthquake Engineering Research Center, 1988.
  • Tuna, Z., and J.W. Wallace. "Collapse Assessment of the Alto Rio Building in the 2010 Chile Earthquake." Earthquake Spectra 31, no. 3 (August 2015): 1397-1425.
  • Todeschini, C.E., A.C. Bianchini, and C.E. Kesler. "Behavior of concrete columns reinforced with high strength steels." ACI Journal Proceedings 61, no. 6 (1964): 701-716.
  • Tian, Y., J.O. Jirsa, and O. Bayrak. "Nonlinear modeling of slab-column connections under cyclic loading." ACI Structural Journal 106, no. 1 (2009): 30-38.
  • Tang, Y., and J. Zhang. "Probabilistic seismic demand analysis of a slender RC shear wall considering soil–structure interaction effects." Engineering Structures 33, no. 1 (2011): 218–229.
  • Somers, P.W. "Unit 7: Reinforced concrete." In 2009 NEHRP Recommended Seismic Provisions: Training and Instructional Materials, FEMA P-752, by FEMA. Washington, DC: Federal Emergency Management Agency, 2013.
  • Shegay, A.V., C.J. Motter, R.S. Henry, and K.J. Elwood. "A database for investigating NZS3101 structural wall provisions." Proceedings of the Tenth Pacific Conference on Earthquake Engineering. Sydney, Australia: Australian Earthquake Engineering Society, 2015.
  • Satake, N., K.I. Suda, T. Arakawa, A. Sasaki, and Y. Tamura. "Damping evaluation using full-scale data of buildings in Japan." Journal of Structural Engineering, 129, no. 4 (2003): 470-477.
  • SNZ. Concrete Structures Standard Part 1 - The Design of Concrete Structures (Amendment 3 public comment version). Willingon, New Zealand: Standards New Zealand, 2015.
  • SESOC. "Interim Design Guidance 0.9: Design of Conventional Structural Systems Following the Canterbury." 2013.
  • Paulay, T., and M. J. N. Priestley. "Stability of ductile structural walls." ACI Structural Journal 90, no. 4 (July 1993): 385-392.
  • Panagiotou, M., and J.I. Restrepo. "Dual-plastic hinge design concept for reducing higher-mode effects on high-rise cantilever wall buildings." Earthquake Engineering & Structural Dynamics 38, no. 12 (2009): 1359-1380.
  • Panagiotou, M., J.I. Restrepo, and J.P. Conte. "Shake-table test of a full-scale 7-story building slice. Phase I: Rectangular wall." Journal of Structural Engineering 137, no. 6 (2010): 691-704.
  • PEER/ATC. Modeling and acceptance criteria for seismic design and analysis of tall buildings. Vols. PEER/ATC 72-1. Redwood City, CA: Applied Technology Council, 2010.
  • PEER. Guidelines for Performance-Based Seismic Design of Tall Buildings. Berkeley, CA: Pacific Earthquake Engineering Research Center, University of California - Berkeley, 2010.
  • PEER Ground Motion Database. 2013. http://ngawest2.berkeley.edu/site (accessed Feb. 28, 2015).
  • Orakcal, K., and J.W. Wallace. "Flexural modeling of reinforced concrete wallsexperimental verification." ACI Structural Journal 103, no. 2 (n.d.): 196-206.
  • Naish, D., J.W. Wallace, J.A. Fry, and R. Klemencic. Experimental Evaluation and Analytical Modeling of ACI 318-05/08 Reinforced Concrete Coupling Beams Subjected to Reversed Cyclic Loading. University of California, Los Angeles, 2009.
  • NIST. NIST GCR 12-917-21 Soil-Structure Interaction for Building Structures. Gaithersburg, MD: NEHRP Consultants Joint Venture, A partnership of the Applied Technology Council and the Consortium of Universities for Research in Earthquake Engineering, September 2012.
  • NIST. NIST GCR 11-917-11REV-1 Seismic Design of Cast-in-Place Concrete Special Structural Walls and Coupling Beams. Gaithersburg, MD: the NEHRP Consultants Joint Venture, a partnership of the Applied Technology Council and the Consortium of Universities for Research in Earthquake Engineering, for the National Institute of Standards and Technology, 2011.
  • Munir, A., and P. Warnitchai. "The cause of unproportionately large higher mode contributions in the inelastic seismic responses of high-rise core-wall buildings." Earthquake Engineering & Structural Dynamics 41, no. 15 (2012): 2195-2214.
  • Moehle, J.P., and J.W. Diebold. Experimental Study of the Seismic Response of a Two- Story Flat-Plate Structure. Berkeley, CA: Earthquake Engineering Research Center, University of California-Berkeley, 1984.
  • Moehle, J.P., T. Ghodsi, J.D. Hooper, D.C. Fields, and R. Gedhada. Seismic Design of Cast-in-Place Concrete Special Structural Walls and Coupling Beams: A Guide for Practicing Engineers. Gaithersburg, MD: National Institute of Standards and Technology, 2011.
  • Moehle, J.P., C. Acevedo, and A. Creagh. "Exploratory tests of wall boundary elements subjected to alternating tensile and compressive loadings." Poster and oral presentations at 2010 PEER Annual Meeting. 2010.
  • Moehle, J., et al. Case Studies of the Seismic Performance of Tall Buildings Designed by Alternative Means. Task 12 Report for the Tall Buildings Initiative, Berkeley, CA: University of California, Berkeley, 2011.
  • Melek, M., H. Darama, A. Gogus, and T. Kang. "Effects of Modeling of RC Flat Slabs on Nonlinear Response of High Rise Building Systems." The 15th World Conference in Earthquake Engineering. Lisbon, Portugal: International Association for Earthquake Engineering, September, 2012.
  • Massone, L.M., P. Bonelli, R. Lagos, C. L ders, J. Moehle, and J.W. Wallace. "Seismic design and construction practices for RC structural wall buildings." Earthquake Spectra 28, no. S1 (2012): S245-S256.
  • Lu, X., Y. Zhou, and W. Lu. "Shaking table model test and numerical analysis of a complex high-rise building." The Structural Design of Tall and Special Buildings 16 (2007): 131-164.
  • Looi, D.T.W., M.C. Hee, H.H. Tsang, and N.T.K. Lam. "Earthquake loading model in the proposed National Annex to Eurocode 8 for peninsular Malaysia." IStructE Conference 2013. Beijing and Shanghai, 2013.
  • Li, C.S., S.S. Lam, M.Z. Zhang, and Y.L Wong. "Shaking table test of a 1: 20 scale high-rise building with a transfer plate system." Journal of structural engineering 132, no. 11 (2006): 1732-1744.
  • Lee, S.H., S.H. Oh, W. T. Hwang, H.G. Park, D.K. Kim, and H.S. Lee. "Static Experiment for the Seismic Performance of a 2 Story RC Shear Wall System." Journal of the Earthquake Engineering Society of Korea (EESK) 14, no. 6 (2010): 55-66.
  • Lee, H.S., and S.W. Woo. "Effect of masonry infills on seismic performance of a 3‐storey R/C frame with non‐seismic detailing." Earthquake Engineering & Structural Dynamics 31, no. 2 (2002): 353-378.
  • Lee, H.S., S.J. Hwang, K.B. Lee, C.B. Kang, S.H. Lee, and S.H. Oh. "Earthquake Simulation Tests on a 1:5 Scale 10-Story RC Residential Building Model." Proceedings of the 15th World Conference on Earthquake Engineering. Lisbon, Portugal, 2012b.
  • Lee, H.S., K.R. Hwang, and Y.H. Kim. "Seismic performance of a 1: 15‐scale 25‐story RC flat‐plate core‐wall building model." Earthquake Engineering & Structural Dynamics 44, no. 6 (2015): 929-953.
  • Lee, H.S., J.J. Lee, and D.W. Jung. "Analytical simulation of shake-table responses of a torsionally-eccentric piloti-type high-rise RC building model." Proceedings of the 14th World Conference on Earthquake Engineering. Beijing, China, 2008.
  • Lee, H.S., D.H. Jeong, and K.R. Hwang. "Analytical simulation of reversed cyclic lateral behaviors of an RC shear wall sub-assemblage." Computers & Concrete, 10, no. 2 (2012a): 173-196.
  • Lee, D.G., H.S. Kim, and C.M. Hah. "Efficient seismic analysis of high-rise building structures with the effects of floor slabs." Engineering Structures 24, no. 5 (2002): 613-623.
  • Lam, N., J. Wilson, A. Chandler, and G. Hutchinson. "Response spectral relationships for rock sites derived from the component attenuation model." Earthquake engineering & structural dynamics 29, no. 10 (2000): 1457-1489.
  • LATBSDC. An Alternative Procedure for Seismic Analysis and Design of Tall Buildings Located in the Los Angeles Region. Los Angeles, CA: Los Angeles Tall Buildings Structural Design Council, 2008.
  • Kwan, A.K.H., and Z.Z. Zhao. "Cyclic behaviour of deep reinforced concrete coupling." Proceedings of the Institution of Civil Engineers. 2002. 283-293.
  • Kunnath, S.K., N. Panahshahi, and A.M. Reinhorn. "Seismic response of RC buildings with inelastic floor diaphragms." Journal of Structural Engineering 117, no. 4 (1991): 1218-1237.
  • Kuang, J.S., and Y.B. Ho. "Seismic behavior and ductility of squat reinforced concrete shear walls with nonseismic detailing." ACI Structural Journal 105, no. 2 (2008): 225–232.
  • Kim, Y.H. Earthquake simulation tests on a 1:15 scale 25-story tower-type RC residential building model with flat-plate structure system. Master's thesis, Seoul: KOREA UNIVERSITY LIBRARY, 2013.
  • Kang, T.H.K., and J.W. Wallace. "Dynamic responses of flat-plate systems with shear reinforcement." ACI Structural Journal 102, no. 5 (2005).
  • Kang, S.M. Ductility design of flexure-dominated structural walls. Doctoral Thesis, Seoul: Seoul National University Library, 2004.
  • Kam, W.Y., S. Pampanin, and K. Elwood. "Seismic performance of reinforced concrete buildings in the 22 February Christchurch (Lyttelton) earthquake." Bulletin of the New Zealand Society for Earthquake Engineering 44, no. 4 (2011): 239-278.
  • Kalkan, E., and S.B. Y ksel. "Pros and cons of multistory RC tunnel‐form (box‐type) buildings." The Structural Design of Tall and Special Buildings 17, no. 3 (2008): 601-617.
  • KNSO. "Population and Housing Census." Seoul, Korea (in Korean): Korea National Statistical Office, 2010.
  • ICC. International Building Code. Country Club Hills: International Code Council, 2006.
  • Hwang, S.J. Earthquakes simulation tests on a 1:5 scale 10-story wall-type RC residential building model. Master's thesis, Seoul: Korea University Library, 2012.
  • Hube, M.A., A. Marihu n, J.C. de la Llera, and B Stojadinovic. "Seismic behavior of slender reinforced concrete walls." Engineering Structures 80 (2014): 377-388.
  • Henry, R, and D. Cook. Proposed Amendments to NZS 3101 – Concrete Structures Standard. Auckland, New Zealand: Auckland Structural Group, Feb. 2015.
  • Harris, H.G., and G.M. Sabnis. Structural Modeling and Experimental Techniques. Boca Raton, FL: CRC Press LLC, 1999.
  • Harries, K.A., D. Mitchell, R.G. Redwood, and W.D. Cook. "Nonlinear seismic response predictions of walls coupled with steel and concrete beams." Canadian Journal of Civil Engineering 25, no. 5 (1998): 803-818.
  • Gonzales, H., and F. L pez-Almansa. "Seismic performance of buildings with thin RC bearing walls." Engineering Structures 34 (2012): 244-258.
  • Galano, L., and A. Vignoli. "Seismic behavior of short coupling beams with different reinforcement layouts." ACI Structural Journal 97, no. 6 (2000): 876-885.
  • Fardis, M.N. Seismic Design, Assessment and Retrofitting of Concrete Buildings: Based on EN-Eurocode 8. Springer Netherlands, 2009.
  • Chung, K.R., H.J. Chung, M.S. Kang, S.H. Kim, and K.M. Park. "Eliminating special seismic boundary of special shear wall system using NLTHA." Korea Concrete Institute Conference 2013 Fall. Sokcho, Korea: Korea Concrete Institute, 2013.
  • CSI. Components and Elements for PERFORM 3D and PERFORM-Collapse Ver. 5. Berkeley: Computers and Structures Inc., 2011.
  • CSA. Design of concrete structures, CSA A23.3–04. Rexdale, Ontario, Canada: Canadian Standards Association, 2005.
  • CEN. Eurocode 8: Design of Structures for Earthquake Resistance - Part 1: General Rules, Seismic Actions and Rules for Buildings, EN1998-1. Bruxelles, Belgium: European Committee for Standardization, 2005.
  • Boroschek, R., P. Soto, and R. Leon. Maule Region Earthquake February 27, 2010, Mw=8.8. Santiago, Chile: University of Chile, 2010.
  • Balkaya, C., and E. Kalkan. "Seismic vulnerability, behavior and design of tunnel form building structures." Engineering Structures 26, no. 14 (2004).
  • Balkaya, C., and E. Kalkan. "Estimation of fundamental periods of shear‐wall dominant building structures." Earthquake Engineering and Structural Dynamics 32, no. 7 (2003): 985-998.
  • BSSC. NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, 2000 Edition, Part 2: Commentary, FEMA-369. Washington D.C.: Building Seismic Safety Council, 2000.
  • ASCE. Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-05. Reston, VA: American Society of Civil Engineers, 2006.
  • AIK. AIK 2000. Seoul, Korea (in Korean): Architectural Institute of Korea, 2001.
  • AIJ. AIJ Standard for Structural Calculation of Reinforced Concrete Structures. Tokyo, Japan: Architectural Institute of Japan, 2010.