Eduardo Miranda
Associate Professor of Civil and Environmental Engineering
Bio
Miranda's research involves development of knowledge and tools to integrate structural engineering with construction and management engineering in order to design projects that perform better, are faster to build and are more economical to design, build and maintain. Other areas of research include performance-based engineering and earthquake engineering
Academic Appointments
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Associate Professor, Civil and Environmental Engineering
Professional Education
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PhD, UC Berkeley (1991)
2015-16 Courses
- Advanced Structural Steel Behavior and Design
CEE 285B (Win) - Earthquake Resistant Design and Construction
CEE 287 (Spr) - Performance-Based Earthquake Engineering
CEE 385 (Aut) -
Independent Studies (12)
- Advanced Engineering Problems
CEE 399 (Aut, Win, Spr, Sum) - Advanced Topics in Environmental Fluid Mechanics and Hydrology
CEE 365D (Sum) - Directed Reading or Special Studies in Civil Engineering
CEE 198 (Aut, Spr, Sum) - Environmental Research
CEE 370D (Sum) - Independent Study in Civil Engineering for CEE-MS Students
CEE 299 (Aut, Win, Spr, Sum) - Report on Civil Engineering Training
CEE 398 (Win, Spr, Sum) - Research Proposal Writing in Environmental Engineering and Science
CEE 377 (Sum) - Teaching of Civil and Environmental Engineering
CEE 200A (Aut) - Teaching of Civil and Environmental Engineering
CEE 200B (Win) - Teaching of Civil and Environmental Engineering
CEE 200C (Spr) - Undergraduate Honors Thesis
CEE 199H (Spr, Sum) - Undergraduate Research in Civil and Environmental Engineering
CEE 199 (Aut, Spr, Sum)
- Advanced Engineering Problems
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Prior Year Courses
2014-15 Courses
- Advanced Structural Steel Behavior and Design
CEE 285B (Win) - Earthquake Resistant Design and Construction
CEE 287 (Spr) - Performance-Based Earthquake Engineering
CEE 385 (Aut)
2013-14 Courses
- Advanced Structural Steel Behavior and Design
CEE 285B (Win) - Earthquake Resistant Design and Construction
CEE 287 (Spr) - Performance-Based Earthquake Engineering
CEE 385 (Aut)
2012-13 Courses
- Advanced Structural Steel Behavior and Design
CEE 285B (Aut) - Behavior and Design of Structural Systems
CEE 286 (Win) - Earthquake Resistant Design and Construction
CEE 287 (Spr) - Performance-Based Earthquake Engineering
CEE 385 (Aut)
- Advanced Structural Steel Behavior and Design
All Publications
- Towards Creating Earthquake-Safe Communities: Seismic Retrofit of an Adobe School Building in Rural Peru Using Geomesh
- Nonparametric estimation of reliability and survival function for continuous-time¢ finite Markov processes A. Sadek and N. Limnios 1 A Bayesian multiple comparison procedure for ranking the means of normally distributed data
- Probabilistic Study of Peak Floor Acceleration Demands in Nonlinear Structures
- The Earthquake Engineering Online Archive NISEE e-Library
- The Earthquake Engineering Online Archive NISEE e-Library
- The Earthquake Engineering Online Archive NISEE e-Library
- The Earthquake Engineering Online Archive NISEE e-Library
- STRENGTH REDUCTION FACTORS FOR THE DYNAMIC INSTABILITY OF OSCILLATORS WITH NON-TRIVIAL BACKBONES
- Performance-Based Seismic Assessment of a Recently Built High-Speed Rail Viaduct in Spain. The Archidona Viaduct
- EFFECTS OF MODELLING UNCERTAINTY ON PROBABILISTIC BUILDING RESPONSE ANALYSIS
- OPuS: Eingang zum Volltext
- Novel Sliding/Frictional Connections for Improved Seismic Performance of Gypsum Wallboard Partitions
- Improved Estimation of Collapse Risk for Structures in Seismic Regions
- Evaluation of Seismic Displacement Demands from Ground Motions Recorded in Recent Earthquakes
- Effects of Site Conditions of Earthquake-Resistant Design of Structures Structures Congress XII : 561-566
- Analytical model calibration and performance quantification
- CRITICAL REVIEW OF DISPLACEMENT MODIFICATION FACTORS IN FEMA-273/356
- DEVELOPMENT OF IMPROVED INTENSITY MEASURES AND IMPROVED SHAKEMAPS FOR LOSS ESTIMATION AND EMERGENCY RESPONSE
- Assessment of seismic performance factors for steel corrugated shear wall system using non-linear analysis
- 3D Simulation and Visualization of Crane Assisted Construction Erection Processes
- Component model calibration for cyclic behavior of a corrugated shear wall Thin-Walled Structures 2014; 75: 53-62
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Seismic performance assessment of steel corrugated shear wall system using non-linear analysis
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
2013; 85: 48-59
View details for DOI 10.1016/j.jcsr.2013.02.008
View details for Web of Science ID 000319178100005
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Ethnic Variation in Chronic Graft-Versus-Host Disease (cGVHD) Manifestations
ELSEVIER SCIENCE INC. 2013: S321-S321
View details for Web of Science ID 000314441900422
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An efficient method for estimating the collapse risk of structures in seismic regions
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS
2013; 42 (1): 25-41
View details for DOI 10.1002/eqe.2191
View details for Web of Science ID 000312291400002
- Estimation of base motion in instrumented steel buildings using output‐only system identification Earthquake Engineering & Structural Dynamics 2013
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Fragility functions for pre-Northridge welded steel moment-resisting beam-to-column connections
ENGINEERING STRUCTURES
2012; 45: 574-584
View details for DOI 10.1016/j.engstruct.2012.07.007
View details for Web of Science ID 000309787400045
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Significance of residual drifts in building earthquake loss estimation
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS
2012; 41 (11): 1477-1493
View details for DOI 10.1002/eqe.2217
View details for Web of Science ID 000307897900006
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Expected earthquake damage and repair costs in reinforced concrete frame buildings
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS
2012; 41 (11): 1455-1475
View details for DOI 10.1002/eqe.2216
View details for Web of Science ID 000307897900005
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Performance of Port Facilities in Southern Chile during the 27 February 2010 Maule Earthquake
EARTHQUAKE SPECTRA
2012; 28: S553-S579
View details for DOI 10.1193/1.4000022
View details for Web of Science ID 000308573000028
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Performance of Nonstructural Components during the 27 February 2010 Chile Earthquake
EARTHQUAKE SPECTRA
2012; 28: S453-S471
View details for DOI 10.1193/1.4000032
View details for Web of Science ID 000308573000023
- Helmut Krawinkler, 1940-2012 Earthquake Spectra 2012; 3 (28): 1297-1299
- Deaggregation of Collapse Risk 2012
- Deaggregation of Collapse Risk 2012
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The generation of high Sr/Y plutons following Late Jurassic arc-arc collision, Blue Mountains province, NE Oregon
LITHOS
2011; 126 (1-2): 22-41
View details for DOI 10.1016/j.lithos.2011.05.005
View details for Web of Science ID 000295064200002
- Behavior of Nonstructural Components in Recent Earthquakes 2011
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Fragility Assessment of Reduced Beam Section Moment Connections
JOURNAL OF STRUCTURAL ENGINEERING-ASCE
2010; 136 (9): 1140-1150
View details for DOI 10.1061/(ASCE)ST.1943-541X.0000214
View details for Web of Science ID 000280952500011
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Estimation of Maximum Roof Displacement Demands in Regular Multistory Buildings
JOURNAL OF ENGINEERING MECHANICS-ASCE
2010; 136 (1): 1-11
View details for DOI 10.1061/(ASCE)0733-9399(2010)136:1(1)
View details for Web of Science ID 000273498000001
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Probabilistic estimation of residual drift demands for seismic assessment of multi-story framed buildings
ENGINEERING STRUCTURES
2010; 32 (1): 11-20
View details for DOI 10.1016/j.engstruct.2009.08.010
View details for Web of Science ID 000272956800002
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Enhanced Building-Specific Seismic Performance Assessment
ADVANCES IN PERFORMANCE-BASED EARTHQUAKE ENGINEERING
2010; 13: 183-191
View details for DOI 10.1007/978-90-481-8746-1_17
View details for Web of Science ID 000281245600017
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Evaluation of equivalent linear methods for estimating target displacements of existing structures
ENGINEERING STRUCTURES
2009; 31 (12): 3080-3089
View details for DOI 10.1016/j.engstruct.2009.08.009
View details for Web of Science ID 000272428900027
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Three-Dimensional Simulation and Visualization of Crane Assisted Construction Erection Processes
JOURNAL OF COMPUTING IN CIVIL ENGINEERING
2009; 23 (6): 363-371
View details for DOI 10.1061/(ASCE)0887-3801(2009)23:6(363)
View details for Web of Science ID 000270913900008
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Seismic History Analysis of Asymmetric Buildings with Soil-Structure Interaction
JOURNAL OF STRUCTURAL ENGINEERING-ASCE
2009; 135 (2): 101-112
View details for DOI 10.1061/(ASCE)0733-9445(2009)135:2(101)
View details for Web of Science ID 000262529700002
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Numerical Methods to Simulate and Visualize Detailed Crane Activities
COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING
2009; 24 (3): 169-185
View details for DOI 10.1111/j.1467-8667.2008.00579.x
View details for Web of Science ID 000263466300002
- Response Spectrum Method for Estimation of Peak Floor Acceleration Demand Improving the Seismic Performance of Existing Buildings and Other Structures 2009
- A Comprehensive Study of Floor Acceleration Demands in Multi-Story Buildings 2009
- Estimation of Seismic Performance of Existing Steel Moment Resisting Frame Buildings by Using Continuous Models Improving the Seismic Performance of Existing Buildings and Other Structures 2009
- Building-specific loss estimation methods & tools for simplified performance-based earthquake engineering Stanford University 2009
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Noniterative Equivalent Linear Method for Evaluation of Existing Structures
JOURNAL OF STRUCTURAL ENGINEERING-ASCE
2008; 134 (11): 1685-1695
View details for DOI 10.1061/(ASCE)0733-9445(2008)134:11(1685)
View details for Web of Science ID 000260123100001
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Kinematic soil-structure interaction effects on maximum inelastic displacement demands of SDOF systems
BULLETIN OF EARTHQUAKE ENGINEERING
2008; 6 (2): 241-259
View details for DOI 10.1007/s10518-007-9049-y
View details for Web of Science ID 000255031200005
- Computational methods for coordinating multiple construction cranes Journal of Computing in Civil Engineering 2008; 4 (22): 252-263
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Dermabrasion for rhytids in the lateral canthal region
AESTHETIC PLASTIC SURGERY
2007; 31 (6): 688-691
Abstract
Dermabrasion of the periorbital region has been traditionally contraindicated due to the fear of complications. A method for safe dermabrasion of the lateral canthal region is described. Lateral canthal dermabrasion has the demonstrated advantages of being economical and relatively free of pigmentary problems. The results for 25 consecutive cases with a follow-up period of 12 to 16 months have shown good to excellent results in the majority of cases, with 4 cases requiring further revision. The technique is not intended to replace the gold standard, laserbrasion of the periocular region, and is not demonstrated to be safe for resurfacing of the lower lid region. However, the technique, rapid and easy once the learning curve is completed, was not associated with significant complications in the current series of patients.
View details for DOI 10.1007/s00266-006-0189-2
View details for Web of Science ID 000251090700011
View details for PubMedID 17876660
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Probabilistic estimation of maximum inelastic displacement demands for performance-based design
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS
2007; 36 (9): 1235-1254
View details for DOI 10.1002/eqe.680
View details for Web of Science ID 000247996700007
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Parametric study of single-degree-of-freedom systems with energy dissipating devices built on soft soil sites
ENGINEERING STRUCTURES
2007; 29 (7): 1398-1413
View details for DOI 10.1016/j.engstruct.2006.08.018
View details for Web of Science ID 000247755500012
- Simplified Analysis for Preliminary Design of Base-Isolated Structures New Horizons and Better Practices 2007: 1-11
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Research article - The genome of the sea urchin Strongylocentrotus purpuratus
SCIENCE
2006; 314 (5801): 941-952
Abstract
We report the sequence and analysis of the 814-megabase genome of the sea urchin Strongylocentrotus purpuratus, a model for developmental and systems biology. The sequencing strategy combined whole-genome shotgun and bacterial artificial chromosome (BAC) sequences. This use of BAC clones, aided by a pooling strategy, overcame difficulties associated with high heterozygosity of the genome. The genome encodes about 23,300 genes, including many previously thought to be vertebrate innovations or known only outside the deuterostomes. This echinoderm genome provides an evolutionary outgroup for the chordates and yields insights into the evolution of deuterostomes.
View details for DOI 10.1126/science.1133609
View details for Web of Science ID 000241896000039
View details for PubMedID 17095691
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Evaluation of residual drift demands in regular multi-storey frames for performance-based seismic assessment
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS
2006; 35 (13): 1609-1629
View details for DOI 10.1002/eqe.593
View details for Web of Science ID 000241918000002
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Planning and visualization for automated robotic crane erection processes in construction
ELSEVIER SCIENCE BV. 2006: 398-414
View details for DOI 10.1016/j.autcon.2005.06.008
View details for Web of Science ID 000239017100003
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Generalized interstory drift spectrum
JOURNAL OF STRUCTURAL ENGINEERING-ASCE
2006; 132 (6): 840-852
View details for DOI 10.1061/(ASCE)0733-9445(2006)132:6(840)
View details for Web of Science ID 000237711400003
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Inelastic displacement ratios for evaluation of structures built on soft soil sites
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS
2006; 35 (6): 679-694
View details for DOI 10.1002/eqe.552
View details for Web of Science ID 000237376500003
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Residual displacement ratios for assessment of existing structures
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS
2006; 35 (3): 315-336
View details for DOI 10.1002/eqe.523
View details for Web of Science ID 000235924800003
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Use of probability-based measures for automated damage assessment
STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS
2006; 15 (1): 35-50
View details for DOI 10.1002/tal.342
View details for Web of Science ID 000237969200004
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Evolutionary modal identification utilizing coupled shear-flexural response - Implication for multistory buildings - Part I: Theory
STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS
2006; 15 (1): 51-65
View details for DOI 10.1002/tal.343
View details for Web of Science ID 000237969200005
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Modelling considerations in probabilistic performance-based seismic evaluation: case study of the I-880 viaduct
JOHN WILEY & SONS LTD. 2006: 57-75
View details for DOI 10.1002/eqe.531
View details for Web of Science ID 000234287100005
- Evolutionary System Identification of Coupled Shear-Flexural Response for Seismic Damage Detection Structures Congress 2006@ sStructural Engineering and Public Safety 2006: 1-14
- Dept. of Civil and Environmental Engineering Stanford University Terman Engineering Center, Rm 293 Stanford, CA 94301-4020 Earthquake engineering: challenges and trends: honoring Luis Esteva 2006: 451
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Fragility assessment of slab-column connections in existing non-ductile reinforced concrete buildings
JOURNAL OF EARTHQUAKE ENGINEERING
2005; 9 (6): 777-804
View details for Web of Science ID 000234806200002
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Evaluation of damping reduction factors for estimating elastic response of structures with high damping
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS
2005; 34 (11): 1427-1443
View details for DOI 10.1002/eqe.499
View details for Web of Science ID 000231590000005
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Probability-based seismic response analysis
ENGINEERING STRUCTURES
2005; 27 (8): 1151-1163
View details for DOI 10.1016/j.engstruct.2005.02.015
View details for Web of Science ID 000230132200003
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Estimation of floor acceleration demands in high-rise buildings during earthquakes
STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS
2005; 14 (2): 107-130
View details for DOI 10.1002/tal.272
View details for Web of Science ID 000229231500002
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Approximate floor acceleration demands in multistory buildings. II: Applications
JOURNAL OF STRUCTURAL ENGINEERING-ASCE
2005; 131 (2): 212-220
View details for Web of Science ID 000226320800003
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Approximate floor acceleration demands in multistory buildings. I: Formulation
JOURNAL OF STRUCTURAL ENGINEERING-ASCE
2005; 131 (2): 203-211
View details for DOI 10.1061/(ASCE)0733-9445(2005)131:2(203)
View details for Web of Science ID 000226320800002
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Statistical evaluation of approximate methods for estimating maximum deformation demands on existing structures
JOURNAL OF STRUCTURAL ENGINEERING-ASCE
2005; 131 (1): 160-172
View details for DOI 10.1016/(ASCE)0733-9445(2005)131:1(160)
View details for Web of Science ID 000225815400016
- Performance-based assessment of existing structures accounting for residual displacements Blume Center Technical Rep 2005
- Toward Fully Automated Robotic Crane for Construction Erection 2005
- Seismic Evaluation of Existing Reinforced Concrete Buildings Earthquake Engineering: Essentials And Applications, Earthquake Engineering 2005
- Probabilistic earthquake loss estimation and loss disaggregation in buildings Stanford University 2005
- Errata for" Inelastic Displacement Ratios for Design of Structures on Soft Soils Sites" Journal of Structural Engineering(New York, N. Y.) 2005; 6 (131): 999
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Inelastic displacement ratios for design of structures on soft soils sites
JOURNAL OF STRUCTURAL ENGINEERING-ASCE
2004; 130 (12): 2051-2061
View details for DOI 10.1016/(ASCE)0733-9445(2004)130:12(2051)
View details for Web of Science ID 000225169900019
- Performance-based earthquake engineering Earthquake engineering: From engineering seismology to performance-based 2004
- Guerrero Accelerograph Network: Highlights from 20 Years of Operation Nevada Seismological Laboratory and Department of Geological Sciences and Engineering 2004
- Optimization of response simulation for loss estimation using PEER’s methodology 2004
- RAPID ESTIMATION OF FLOOR ACCELERATION DEMANDS IN TALL BUILDINGS DURING EARTHQUAKES The impact of the 1994 Northridge earthquake on structural engineering 2004
- Physics based model for simulating the dynamics of tower cranes 2004
- Non-iterative equivalent linear method for displacement-based design 2004
- A summary of FEMA 440: Improvement of nonlinear static seismic analysis procedures 2004
- Improved displacement modification factor to estimate maximum deformations of short period structures 13th World Conference on Earthquake Engineering 2004
- Estimation of seismic acceleration demands in building components 13th World Conference on Earthquake Engineering 2004: 1-6
- Assessment of seismic performance in terms of economic losses PEER 2004; 5: 149-60
- A summary of FEMA 440: Improvement of nonlinear static seismic analysis procedures 13th World Conf. on Earthquake Engineering 2004
- 9.1 A Perspective of Performance-Based Earthquake Engineering 2004
- Component-level and system-level sensitivity study for earthquake loss estimation 2004
- Automated simulation of the erection activities in virtual construction 2004
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Dynamic instability of simple structural systems
JOURNAL OF STRUCTURAL ENGINEERING-ASCE
2003; 129 (12): 1722-1726
View details for DOI 10.1061/(ASCE)0733-9445(2003)129:12(1722)
View details for Web of Science ID 000186721700016
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Inelastic displacement ratios for evaluation of existing structures
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS
2003; 32 (8): 1237-1258
View details for Web of Science ID 000183741100005
- Building specific loss estimation for performance-based design 2003
- Response assessment of nonstructural building elements Pacific Earthquake Engineering Research Center 2003
- Probabilistic study of peak floor acceleration demands in linear structures 2003
- Critical Review of Equivalent linear methods in ATC-40 2003
- Probabilistic response assessment for building-specific loss estimation Pacific Earthquake Engineering Research Center, College of Engineering 2003
- Probabilistic assessment of building response during earthquakes Applications of Statistics and Probability in Civil Engineering 2003
- Evaluación de los factores de reducción de resistencia por ductilidad para estructuras de mampostería cimentadas en terreno firme Revista de Ingeniería Sísmica 2003; 69: 1-23
- Proceedings of Seminar on Seismic Design. Performance, and Applied Technology Council Retrofit ofNoitstructural Components in Critical Facilities Multidisciplinary Center for Earthquake Engineering Research ESTIMATION OF SEISMIC DEMANDS ON ACCELERATION-SENSITIVE NONSTRUCTURAL COMPONENTS IN CRITICAL FACILITIES 2003
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Influence of stiffness degradation on strength demands of structures built on soft soil sites
ENGINEERING STRUCTURES
2002; 24 (10): 1271-1281
View details for Web of Science ID 000178059100003
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Approximate lateral drift demands in multistory buildings with nonuniform stiffness
JOURNAL OF STRUCTURAL ENGINEERING-ASCE
2002; 128 (7): 840-849
View details for DOI 10.1061/(ASCE)0733-9445
View details for Web of Science ID 000176345000002
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Evaluation of approximate methods to estimate maximum inelastic displacement demands
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS
2002; 31 (3): 539-560
View details for DOI 10.1002/eqe.143
View details for Web of Science ID 000173870500004
- Heritage structures Earthquake spectra 2002; 18: 225-255
- Estimación de espectros de aceleraciones correspondientes a diferentes periodos de retorno para las distintas zonas sísmicas de la ciudad de México Revista de Ingenieria sismica 2002: 95-121
- Some Fragility Curves for the Van Nuys Testbed 2002
- Estimation of Maximum Inelastic Displacement Demands on SDOF Systems using Approximate Methods Abstracts: seventh US national conference on earthquake engineering 2002; 133
- Bhuj, india earthquake of january 26, 2001-reconnaissance report Earthquake Engineering Research Institute 2002
- Loss estimation of non-structural components due to earthquake ground motion 2002
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Estimation of inelastic deformation demands of SDOF systems
JOURNAL OF STRUCTURAL ENGINEERING-ASCE
2001; 127 (9): 1005-1012
View details for Web of Science ID 000170635800005
- Instrumentación sísmica de la Catedral Metropolitana resultados 1997-2000 Revista de Ingeniería Sísmica 2001: 17-47
- Measured seismic response of the Mexico City Cathedral 2001
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Inelastic displacement ratios for structures on firm sites
JOURNAL OF STRUCTURAL ENGINEERING-ASCE
2000; 126 (10): 1150-1159
View details for Web of Science ID 000089576000006
- Brief Report on the September 3, 2000 Yountville/Napa California Earthquake Report prepared for the Pacific Earthquake Engineering Center 2000
- Strength reduction factors for multi-degree-of-freedom systems 2000
- Amplification factors to estimate inelastic displacement demands for the design of structures in the near field 2000
- Propuesta de espectros de diseño por sismo para el DF Memorias del XII Congreso Nacional de Ingeniería Estructural 2000
- Seismic behaviour of structures with energy dissipating systems in Mexico 2000
- Inelastic displacement ratios for displacement-based earthquake resistant design 2000
- Approximate seismic lateral deformation demands in multistory buildings Journal of Structural Engineering 1999; 4 (125): 417-425
- Seismic loss estimation model for Mexico City Universidad Nacional Autónoma de México, México DF 1998
- CONSIDERATION OF THE EFFECTS OF SOIL CONDITIONS IN SEISMIC CODES—A LATINAMERICAN PERSPECTIVE EERI golden anniversary 1998; 87 (1948)
- Estimation of maximum interstory drift demands in displacement-based design Seismic design methodologies for the next generation of codes 1997: 253-264
- Strength reduction factors in performance-based design 1997
- NATIONAL CENTER FOR DISASTER PREVENTION (CENAPRED) AV. DELFIN MADRIGAL 665, 04360 MEXICO, DF, MEXICO Report 1997; 125
- Assessment of the seismic vulnerability of existing buildings 1996
- Inelastic displacement demands for structures built on soft soils 1996
- SEISMIC PERFORMANCE OF AN INSTRUMENTED TEN‐STOREY REINFORCED CONCRETE BUILDING Earthquake engineering & structural dynamics 1996; 10 (25): 1041-1059
- Site-dependent seismic demands for nonlinear SDOF systems 1996
- Evaluation of strength reduction factors for earthquake-resistant design Earthquake Spectra 1994; 2 (10): 357-379
- Nonlinear response spectra for earthquake resistant design 1994
- Discussion of “Structural Seismic Damper” by Manuel Aguirre and A. Roberto Sánchez (May, 1992, Vol. 118, No. 5) Journal of Structural Engineering 1993; 8 (119): 2509-2510
- Evaluation of site-dependent inelastic seismic design spectra Journal of Structural Engineering 1993; 5 (119): 1319-1338
- STRUCTURAL SEISMIC DAMPER-DISCUSSION JOURNAL OF STRUCTURAL ENGINEERING-ASCE 1993; 8 (119): 2509-2510
- Site-dependent strength-reduction factors Journal of Structural Engineering 1993; 12 (119): 3503-3519
- MEETING ATTENDEES Available Copy 1993; 381
- Evaluation of seismic design criteria for highway bridges Earthquake spectra 1993; 2 (9): 233-250
- Probabilistic site‐dependent non‐linear spectra Earthquake engineering & structural dynamics 1993; 12 (22): 1031-1046
- Evaluation of Seismic Performance of a Ten-story Building: Report on Tasks 3 to 5 of the CUREe Kajima Project on Design Guidelines for Ductility and Drift Limits California Universities for Research in Earthquake Engineering 1992
- Design guidelines for ductility and drift limits Earthquake Engineering Research Center Report 1991
- Evaluation of the failure of the Cypress Viaduct in the Loma Prieta earthquake Bulletin of the Seismological Society of America 1991; 5 (81): 2070-2086
- SEISMIC RESPONSE ANALYSIS OF THE PACIFIC PARK PLAZA BUILDING 1991
- Seismic Response of a Thirty-Story Building During the Loma Prieta Earthquake 1991
- Seismic evaluation and upgrading of existing buildings University of California, Berkeley 1991
- MOTIONS RECORDED DURING THE LOMA PRIETA EARTHQUAKE 1991
- Evaluation of structural response factors using ground motions recorded during the Loma Prieta earthquake 1991: CSMIP-1991
- Evaluation of seismic performance of a ten-story RC building during the Whittier Narrows earthquake Earthquake Engineering Research Center, University of California 1991; 10 (91)
- Post-tensioning technique for seismic upgrading of existing low-rise buildings 1990
- Upgrading of a School Building in Mexico City 1990
- The Mexico earthquake of September 19, 1985-performance of low-rise buildings in Mexico City Earthquake spectra 1989; 1 (5): 121-143