Number of items: **17**.

## 2016

Dizon, Abel Bermie R.
(2016)
*A hybrid-parallel framework for the nonlinear seismic analysis of very tall buildings.*
Dissertation (Ph.D.), California Institute of Technology.
doi:10.7907/Z96Q1V58.
http://resolver.caltech.edu/CaltechTHESIS:12142015-083607823

## 2014

Bjornsson, Arnar Bjorn
(2014)
*A retrofitting framework for pre-Northridge steel moment-frame buildings.*
Dissertation (Ph.D.), California Institute of Technology.
http://resolver.caltech.edu/CaltechTHESIS:05302014-102237282

## 2012

Cho, In Ho
(2012)
*Virtual earthquake engineering laboratory with physics-based degrading materials on parallel computers.*
Dissertation (Ph.D.), California Institute of Technology.
http://resolver.caltech.edu/CaltechTHESIS:01302012-081909374

## 2009

Sutoyo, Daniel
(2009)
*Hysteretic characteristics of wood-frame structures under seismic motions.*
Dissertation (Ph.D.), California Institute of Technology.
http://resolver.caltech.edu/CaltechETD:etd-05172009-153304

## 2008

Wolf, Julie Anne
(2008)
*A plasticity model to predict the effects of confinement on concrete.*
Dissertation (Ph.D.), California Institute of Technology.
http://resolver.caltech.edu/CaltechETD:etd-05212008-221749

## 2005

Alves, Steven W.
(2005)
*Nonlinear analysis of Pacoima Dam with spatially nonuniform ground motion.*
Dissertation (Ph.D.), California Institute of Technology.
http://resolver.caltech.edu/CaltechETD:etd-10292004-155829

## 2004

Krishnan, Swaminathan
(2004)
*Three-dimensional nonlinear analysis of tall irregular steel buildings subject to strong ground motion.*
Dissertation (Ph.D.), California Institute of Technology.
http://resolver.caltech.edu/CaltechETD:etd-02252004-181515

## 2003

Camelo, Vanessa Sabrina
(2003)
*Dynamic characteristics of woodframe buildings.*
Dissertation (Ph.D.), California Institute of Technology.
http://resolver.caltech.edu/CaltechETD:etd-06092003-150851

## 1999

Carlson, Anders Elof
(1999)
*Three-dimensional nonlinear inelastic analysis of steel moment-frame buildings damaged by earthquake excitations.*
Dissertation (Ph.D.), California Institute of Technology.
http://resolver.caltech.edu/CaltechTHESIS:02192014-110246738

## 1997

Gan, Wenshui
(1997)
*Earthquake response of steel braces and braced steel frames.*
Dissertation (Ph.D.), California Institute of Technology.
http://resolver.caltech.edu/CaltechThesis:03142014-103017013

## 1995

Halling, Marvin Wilford
(1995)
*Investigation of base-isolated structures during recent earthquakes and computer simulations utilizing near-source long-period ground motions.*
Dissertation (Ph.D.), California Institute of Technology.
http://resolver.caltech.edu/CaltechETD:etd-10152007-141910

Pich, Peter
(1995)
*Nonlinear rigid block dynamics.*
Dissertation (Ph.D.), California Institute of Technology.
http://resolver.caltech.edu/CaltechTHESIS:12012011-112223883

## 1992

Challa, Venkata Ramana Murty
(1992)
*Nonlinear seismic behaviour of steel planar moment-resisting frames.*
Dissertation (Ph.D.), California Institute of Technology.
http://resolver.caltech.edu/CaltechTHESIS:10062011-075420910

## 1989

Nowak, Paul Scott
(1989)
*Effect of nonuniform seismic input on arch dams.*
Dissertation (Ph.D.), California Institute of Technology.
http://resolver.caltech.edu/CaltechTHESIS:06042013-091930444

## 1988

Duron, Ziyad H.
(1988)
*Experimental and finite element studies of a large arch dam.*
Dissertation (Ph.D.), California Institute of Technology.
http://resolver.caltech.edu/CaltechTHESIS:03142013-082003398

Parsons, Ian Dennis
(1988)
*The application of the multigrid method to the finite element solution of solid mechanics problems.*
Dissertation (Ph.D.), California Institute of Technology.
http://resolver.caltech.edu/CaltechETD:etd-08102006-090020

## 1986

Tan, Thiam-Soon
(1986)
*Two-phase soil study : A. Finite strain consolidation ; B. Centrifuge scaling considerations.*
Dissertation (Ph.D.), California Institute of Technology.
http://resolver.caltech.edu/CaltechETD:etd-03082008-084249

This list was generated on **Sat Feb 13 02:31:37 2016 PST**.