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CAPACITY-DEMAND-DIAGRAM METHODS FOR ESTIMATING SEISMIC DEFORMATION OF INELASTIC STRUCTURES: SD SYSTEMS |
 UCG-ES-00071.pdf |
Anil K. Chopra University of California Berkeley, Rakesh K. Goel California State Polytechnic University San Luis Obispo |
Ingeniería Sísmica |
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EVALUATION OF SEISMIC DEFORMATION DEMANDS USING NONLINEAR PROCEDURES IN MULTISTORY STEEL AND CONCRETE MOMENT FRAMES |
UCG-ES-00069.pdf |
Sashi K. Kunnath Department of Civil and Environmental Engineering University of California at Davis, Erol Kalkan Department of Civil and Environmental Engineering University of California at Davis |
Ingeniería Sísmica |
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Evaluation of combination rules for maximum response calculation in multicomponent seismic analysis |
UCG-ES-00068.pdf |
Oscar A. López, Anil K. Chopra, Julio J. Hernández |
Ingeniería Sísmica |
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Assessing the Accuracy of the Damping Models Used in Displacement-Based Seismic Demand Evaluation and Design of Inelastic Structures |
UCG-ES-00060.pdf |
Qiang Xue |
Ingeniería Sísmica |
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SEISMIC DESIGN OF DRILLED SHAFT BENTS WITH SOIL-STRUCTURE INTERACTION |
UCG-ES-00055.pdf |
VINICIO SUAREZ North Carolina State Univ., Box 7908, Raleigh, NC 27695-7908, USA, MERVYN KOWALSKY North Carolina State Univ., Box 7908, Raleigh, NC 27695-7908, USA |
Ingeniería Sísmica |
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CAPACITY - DEMAND CURVES METHOD FOR PERFORMANCE/DISPLACEMENT-BASED SEISMIC DESING |
UCG-ES-00054.pdf |
L. P. Ye Departament of Civil Engineering Tsinghua University Beijing P. R. China |
Ingeniería Sísmica |
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THE CURRENT LIMITATIONS OF DISPLACEMENT BASED DESIGN |
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TIMOTHY SULLIVAN |
Ingeniería Sísmica |
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Modelling three-dimensional non-linear seismic performance of elevated bridges with emphasis on pounding of girders |
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Ping Zhu, Masato Ab |
Ingeniería Sísmica |
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Direct Inelastic Earthquake Design Using Secant Stiffness |
UCG-ES-00044.pdf |
Honggun Park, Taesung Eom |
Ingeniería Sísmica |
