Seismic Performance Evaluation of Modern Bare and Masonry-Infilled RC SMRF Structures
暂无分享,去创建一个
Amjad Iqbal | Naveed Ahmad | Waseem Hassan | Khalid S. Khan | M. E. Ahmad | S. Pervez | A. Z. Khan | M. E. Rahim | K. Umer | W. Hassan | M. Ahmad | K. Umer | A. Iqbal | N. Ahmad | S. Pervez | M. Rahim | K. Khan
[1] N. Ahmad,et al. Seismic Strengthening of Deficient Reinforced Concrete Frames Using Reinforced Concrete Haunch , 2018 .
[2] An Innovative Solution for the Structural Consolidation of RC Modern Cultural Heritage , 2017 .
[3] A. Khan,et al. Seismic Performance of Compliant and Non-Compliant Special Moment-Resisting Reinforced Concrete Frames , 2018, ACI Structural Journal.
[4] N. Ahmad,et al. Seismic performance of RC frames retrofitted with haunch technique , 2018 .
[5] S. Pantazopoulou,et al. Seismic Rehabilitation of Substandard R.C. Buildings with Masonry Infills , 2020 .
[6] Charles A. Kircher,et al. Development of Building Damage Functions for Earthquake Loss Estimation , 1997 .
[7] Qaisar Ali,et al. SEISMIC DESIGN CHARACTERIZATION OF RC SPECIAL MOMENT RESISTING FRAMES IN PAKISTAN-FIELD SURVEY TO LABORATORY EXPERIMENTS , 2016 .
[8] Bashir Alam,et al. Seismic Performance Assessment of Non-Compliant SMRF-Reinforced Concrete Frame: Shake-Table Test Study , 2019 .
[9] Leandro Morillas,et al. Seismic performance and damage evaluation of a reinforced concrete frame with hysteretic dampers through shake‐table tests , 2014 .
[10] Bashir Alam,et al. Haunch retrofitting technique for seismic upgrading deficient RC frames , 2019, Bulletin of Earthquake Engineering.
[11] Stefano Pampanin,et al. Experimental test on a three storey reinforced concrete frame designed for gravity only , 2002 .
[12] Elena OLIVER-SAIZ,et al. SHAKE-TABLE TESTS OF A REINFORCED CONCRETE FRAME RETROFITTED WITH HYSTERETIC DAMPERS CONNECTED USING AN IMPROVED JOINT STRUCTURE , 2014 .
[13] K. K. Vaze,et al. Shake table tests on a non-seismically detailed RC frame structure , 2012 .
[14] Joaquín G. Ruiz-Pinilla,et al. Learning from RC building structures damaged by the earthquake in Lorca, Spain, in 2011 , 2016 .
[15] T. Rossetto,et al. Observations of damage due to the Kashmir earthquake of October 8, 2005 and study of current seismic provisions for buildings in Pakistan , 2009 .
[16] Mehdi Banazadeh,et al. Cost-benefit analysis of seismic-isolated structures with viscous damper based on loss estimation , 2017 .
[17] R. Park,et al. A SUMMARY OF RESULTS OF SIMULATED SEISMIC LOAD TESTS ON REINFORCED CONCRETE BEAM-COLUMN JOINTS, BEAMS AND COLUMNS WITH SUBSTANDARD REINFORCING DETAILS , 2002 .
[18] Anil K. Chopra,et al. Dynamics of Structures: Theory and Applications to Earthquake Engineering , 1995 .
[19] Sevket Ates,et al. Damages on reinforced concrete buildings due to consecutive earthquakes in Van , 2013 .
[20] John B. Mander,et al. Seismic performance of an unreinforced masonry building: An experimental investigation , 2009 .
[21] Barış Erdil,et al. Why RC Buildings Failed in the 2011 Van, Turkey, Earthquakes: Construction versus Design Practices , 2017 .
[22] M. Priestley. DISPLACEMENT-BASED SEISMIC ASSESSMENT OF REINFORCED CONCRETE BUILDINGS , 1997 .
[23] Angelo Masi,et al. Experimental and numerical evaluation of the fundamental period of undamaged and damaged RC framed buildings , 2010 .
[24] Rui Pinho,et al. PERIOD-HEIGHT RELATIONSHIP FOR EXISTING EUROPEAN REINFORCED CONCRETE BUILDINGS , 2004 .
[25] Jitendra Bothara,et al. General observations of building behaviour during the 8th October 2005 Pakistan earthquake , 2008 .
[26] Paulo B. Lourenço,et al. Efficiency and Cost-Benefit Analysis of Seismic Strengthening Techniques for Old Residential Buildings in Lisbon , 2018 .
[27] M. H. Arslan,et al. What is to be learned from damage and failure of reinforced concrete structures during recent earthquakes in Turkey , 2007 .
[28] C. Valente,et al. Shaking table tests on reinforced concrete frames without and with passive control systems , 2005 .
[29] Stefano Pampanin,et al. Seismic Response of Reinforced Concrete Frames with Haunch Retrofit Solution , 2014 .