Otwarty dostęp

SPECIFIC ASPECTS IN SEISMIC DESIGN OF TALL REINFORCED CONCRETE BUILDINGS


Zacytuj

[1] TBI Guidelines Working Group. (2010). Guidelines for performance-based seismic design of tall buildings. Berkeley: University of California (PEER Report No. 2010/05).Search in Google Scholar

[2] Applied Technology Council. (2010). Modeling and acceptance criteria for seismic design and analysis of tall buildings. Redwood City: Applied Technology Council (PEER/ATC Report No. 72-1).Search in Google Scholar

[3] Applied Technology Council. (2010). Proceedings of workshop on tall building seismic design and analysis issues. Redwood City: Applied Technology Council (ATC Report No. 72).Search in Google Scholar

[4] Lin XC, Lu XZ, Miao ZW, Ye LP, Yu YQ, Shen L. (2009). Finite element analysis and engineeringapplication of RC core-tube structures based on the multi-layer shell elements. China Civil EngineeringJournal, 42(3), 49-54. Retrived 21 October 2013 from: http://www.oriprobe.com/journals/tmgcxb.html.Search in Google Scholar

[5] Miao ZW, Ye LP, Wu YH, Ma QL, Lou Y, Lu XZ. (2009). Seismic performances and failure mode analysis ofhybrid frame-core tube structures. Building Structure, 39(04), 1-6.Search in Google Scholar

[6] Powell, G. (2006). Nonlinear dynamic analysis capabilities and limitation. The Structural Design of Tall andSpecial Buildings, 15, 547-552. DOI: 10.1002/tal.381.10.1002/tal.381Search in Google Scholar

[7] Moehle, J.P. (2005). Nonlinear analysis of performance-based earthquake engineering. The Structural designof Tall and Special Buildings, 14, 385-400. DOI: 10.1002/tal.33410.1002/tal.334Search in Google Scholar

[8] Moehle, J.P. (2007). The tall buildings initiative for alternative seismic design. The Structural Design of Talland Special Buildings, 16, 559-567. DOI: 10.1002/tal.435.10.1002/tal.435Search in Google Scholar

[9] Stewart P., Tileylioglu S. (2007). Input ground motions for tall buildings with subterranean levels. TheStructural Design of Tall and Special Buildings, 16, 543-557. DOI: 10.1002/tal.429.10.1002/tal.429Search in Google Scholar

[10]Ministerul Dezvoltării Regionale şi Adminstraţiei Publice. (2013). Cod de proiectare seismică, Partea I, Prevederi de proiectare pentru clădiri, Indicativ P100-1/2013. Bucureşti: Monitorul Oficial al României.Search in Google Scholar

[11] Ministerul Dezvoltării Regionale şi Adminstraţiei Publice. (2013). Cod de proiectare a construcţiilor cu pereţi structurali de beton armat, Indicativ CR2-1-1.1:2013. Bucureşti: Monitorul Oficial al României.Search in Google Scholar

[12] Cusson D., Paultre P. (1994). High-strength concrete columns confined by rectangular ties. ASCE Journal ofStructural Engineering, 120(3), 783-804. DOI:10.1061/(ASCE)0733-9445(1994)120:3(783).10.1061/(ASCE)0733-9445(1994)120:3(783)Search in Google Scholar

[13] FEMA. (2000). Prestandard and Commentary for the Seismic Rehabilitation of Buildings.Washington, D.C: Federal Emergency Management Agency.Search in Google Scholar

[14] European Committee for Standardization. (2006). Eurocode 8: Design of structures for earthquake resistance - Part 3: Strengthening and repair of buildings. Brussels.Search in Google Scholar

[15] Taranath, S.T. (2010). Reinforced concrete design of tall buildings. New York: CRC Press Taylor & Francis Group.Search in Google Scholar

[16] Taranath, S.T. (1997). Wind and Earthquake resistant buildings structural analysis and design. New York: Marcel Dekker.Search in Google Scholar

ISSN:
2066-6934
Język:
Angielski
Częstotliwość wydawania:
4 razy w roku
Dziedziny czasopisma:
Engineering, Introductions and Overviews, other