Updated Seismic Design Guidelines for Model Building Code of Mexico
暂无分享,去创建一个
Mario Ordaz | Arturo Tena-Colunga | Javier Avilés | Ulises Mena-Hernández | Luis Eduardo Pérez-Rocha | Jorge Iván Vilar
[1] Amador Terán Gilmore,et al. Planteamiento de factores de amplificación de resistencia para estructuras con asimetría en fluencia , 2005 .
[2] Arturo Tena-Colunga,et al. Seismic behavior of code-designed medium rise special moment-resisting frame RC buildings in soft soils of Mexico city , 2008 .
[3] W. K. Tso,et al. Re‐evaluation of seismic torsional provisions , 1999 .
[4] Luis Eduardo Pérez-Rocha,et al. Soil–structure interaction in yielding systems , 2003 .
[5] Luis Eduardo Pérez-Rocha,et al. Influence of Foundation Flexibility on Rμ and Cμ Factors , 2005 .
[6] Arturo Tena-Colunga,et al. International Seismic Zone Tabulation Proposed by the 1997 UBC Code: Observations for Mexico , 1999 .
[7] A. M. Chandler,et al. PERFORMANCE OF ASYMMETRIC CODE-DESIGNED BUILDINGS FOR SERVICEABILITY AND ULTIMATE LIMIT STATES , 1997 .
[8] Eduardo Miranda,et al. Site-Dependent Strength-Reduction Factors , 1993 .
[9] Juan Carlos de la Llera,et al. Estimation of Accidental Torsion Effects for Seismic Design of Buildings , 1995 .
[10] Rakesh K. Goel,et al. Seismic code analysis of multi‐storey asymmetric buildings , 1998 .
[11] Peter Fajfar,et al. Equivalent ductility factors, taking into account low‐cycle fatigue , 1992 .
[12] Amador Terán,et al. PLANTEAMIENTO DE FACTORES DE AMPLIFICACIÓN DE RESISTENCIA PARA ESTRUCTURAS CON ASIMETRÍA EN FLUENCIA , 2005 .
[13] N. Null. Minimum Design Loads for Buildings and Other Structures , 2003 .
[14] Arturo Tena-Colunga. Evaluation of the seismic response of slender, setback RC moment-resisting frame buildings designed , 2004 .
[15] Luis Eduardo Pérez-Rocha,et al. Design concepts for yielding structures on flexible foundation , 2005 .
[16] China MAXIMA EARTHQUAKES FOR SEISMIC DESIGN OF STRUCTURES , 2008 .
[17] PROCEDURE TO ACCOUNT FOR NON-LINEAR EFFECTS IN EMPIRICAL TRANSFER FUNCTIONS , 2008 .
[18] Jaime De-la-Colina,et al. Assessment of Design Recommendations for Torsionally Unbalanced Multistory Buildings , 2003 .
[19] Edward Cohen,et al. Minimum Design Loads for Buildings and Other Structures , 1990 .
[20] Arturo Tena Colunga,et al. REVISIÓN Y ACTUALIZACIÓN DEL MÉTODO SIMPLIFICADO DE ANÁLISIS DE ESTRUCTURAS DE MAMPOSTERÍA DE LOS REGLAMENTOS DE DISEÑO SÍSMICO DE MÉXICO , 2010 .
[21] Vitelmo V. Bertero,et al. Evaluation of Strength Reduction Factors for Earthquake-Resistant Design , 1994 .
[22] Enrique Mena Sandoval,et al. 14th WORLD CONFERENCE ON EARTHQUAKE ENGINEERING , 2008 .
[23] W. K. Tso,et al. Evaluation of Seismic Torsional Provisions in Uniform Building Code , 1995 .
[24] Mario Ordaz,et al. Estimation of strength-reduction factors for elastoplastic systems : A new approach , 1998 .
[25] Jaime De-la-Colina. Effects of torsion factors on simple non‐linear systems using fully‐bidirectional analyses , 1999 .