publication venue for
- Suitable engineering demand parameters for acceleration‐sensitive nonstructural components. 53. 2024
- Phenomenological modeling of fiber‐reinforced elastomeric isolators at multiple lateral deformation levels. 53:3335-3357. 2024
- Selective online model updating in hybrid simulation of a full‐scale steel moment frame. 53:3071-3092. 2024
- Corrigendum to: A cantilever beam analogy for quantifying higher mode effects in multistorey buildings. 53:2252-2252. 2024
- Application of model updating to a large‐scale hybrid simulation. 53:1398-1415. 2024
- Performance‐based seismic classification of acceleration‐sensitive non‐structural elements. 52:4222-4244. 2023
- Seismic demand on non‐structural elements for quantifying seismic performance factors. 52:1016-1039. 2023
- A probabilistic strong floor motion duration model for seismic performance assessment of non‐structural building elements. 50:4161-4179. 2021
- Shake‐table tests of innovative drift sensitive nonstructural elements in a low‐damage structural system. 50:2398-2420. 2021
- Performance of unscented Kalman filter for model updating with experimental data. 50:1948-1966. 2021
- Demands on nonstructural components in buildings with controlled rocking braced frames. 50:1063-1082. 2021
- Dynamics of a sliding‐rocking block considering impact with an adjacent wall. 49:498-523. 2020
- Consistent floor response spectra for performance‐based seismic design of nonstructural elements. 49:261-284. 2020
- Seismic response of rocking frames with top support eccentricity. 47:2496-2518. 2018
- Experimental study of the effect of restraining rim design on the extreme behavior of pendulum sliding bearings. 47:906-924. 2018
- Extreme behavior in a triple friction pendulum isolated frame. 46:2683-2698. 2017
- Collapse risk of controlled rocking steel braced frames with different post‐tensioning and energy dissipation designs. 46:2063-2082. 2017
- Failure of double friction pendulum bearings under pulse‐type motions. 46:715-732. 2017
- Numerical simulation and seismic performance evaluation of buried pipelines rehabilitated with cured‐in‐place‐pipe liner under seismic wave propagation. 46:811-829. 2017
- Shake table investigation on the seismic performance of hospital equipment supported on wheels/casters. 46:243-266. 2017
- Dynamic and equivalent static procedures for capacity design of controlled rocking steel braced frames. 45:2349-2369. 2016
- Minimal‐disturbance seismic rehabilitation of steel moment‐resisting frames using light‐weight steel elements. 45:383-400. 2016
- Structural and nonstructural performance of a seismically isolated building using stable unbonded fiber‐reinforced elastomeric isolators. 45:421-439. 2016
- A cantilever beam analogy for quantifying higher mode effects in multistorey buildings. 44:1697-1716. 2015
- Seismic response of sliding equipment and contents in base‐isolated buildings subjected to broadband ground motions. 44:865-887. 2015
- LQR control with frequency‐dependent scheduled gain for a semi‐active floor isolation system. 43:1265-1284. 2014
- Simplified seismic sidesway collapse analysis of frame buildings. 43:429-448. 2014
- Full‐scale shaking table test of a base‐isolated medical facility subjected to vertical motions. 42:1931-1949. 2013
- Approximating peak responses in seismically isolated buildings using generalized modal analysis. 42:1807-1825. 2013
- Effect of support rotation on triple friction pendulum bearing behavior. 42:1731-1748. 2013
- Mechanisms to limit higher mode effects in a controlled rocking steel frame. 1: Concept, modelling, and low‐amplitude shake table testing. 42:1053-1068. 2013
- Mechanisms to limit higher mode effects in a controlled rocking steel frame. 2: Large‐amplitude shake table testing. 42:1069-1086. 2013
- Correct treatment of rotation of sliding surfaces in a kinematic model of the triple friction pendulum bearing. 42:311-317. 2013
- Health monitoring of fluid dampers for vibration control of structures: experimental investigation. 41:1813-1829. 2012
- Experimental and analytical study of the bi‐directional behavior of the triple friction pendulum isolator. 41:355-373. 2012
- Using Bézier curves to model gradual stiffness transitions in nonlinear elements: Application to self‐centering systems. 40:1535-1552. 2011
- Characterizing acceleration spikes due to stiffness changes in nonlinear systems. 39:1653-1670. 2010
- Cyclic behavior of precast segmental concrete bridge columns with high performance or conventional steel reinforcing bars as energy dissipation bars. 39:1181-1198. 2010
- Shake table study on an ordinary low‐rise building seismically isolated with SU‐FREIs (stable unbonded‐fiber reinforced elastomeric isolators). 38:1335-1357. 2009
- Experimental and analytical studies on the response of freestanding laboratory equipment to earthquake shaking. 38:827-848. 2009
- Incremental dynamic analysis of woodframe buildings. 38:477-496. 2009
- Seismic response analysis of multidrum classical columns. 34:1243-1270. 2005
- An investigation of tuned liquid dampers equipped with damping screens under 2D excitation. 34:719-735. 2005
- The rocking spectrum and the limitations of practical design methodologies. 32:265-289. 2003
- Seismic response of self‐centring hysteretic SDOF systems. 31:1131-1150. 2002
- Response-based damage assessment of structures. 28:79-104. 1999
- Modelling of contraction joint and shear sliding effects on earthquake response of arch dams. 27:1013-1029. 1998
- Stability of elevated liquid-filled conical tanks under seismic loading, Part II—applications. 26:1209-1229. 1997
- Stability of elevated liquid-filled conical tanks under seismic loading, Part I—theory. 26:1191-1208. 1997
- Stability of elevated liquid‐filled conical tanks under seismic loading, Part I—theory. 26:1191-1208. 1997
- ENGINEERING PERSPECTIVE FOR THE SEISMIC SITE RESPONSE OF ALLUVIAL VALLEYS. 26:477-493. 1997
- Engineering perspective for the seismic site response of alluvial valleys. 26:477-493. 1997
- SEISMIC IMPACT LOADING IN INELASTIC TENSION-ONLY CONCENTRICALLY BRACED STEEL FRAMES: MYTH OR REALITY?. 25:1373-1389. 1996
- Analytical prediction of experimental building pounding. 24:1131-1154. 1995
- Implications of design philosophies for seismic response of steel moment frames. 24:127-143. 1995
- Seismic energy demands on reinforced concrete moment‐resisting frames. 22:533-545. 1993
- Discussion on a paper by H. C. Tsai and J. M. Kelly. 20:293-295. 1991
- Seismic response of unbraced steel frames. 20:1029-1043. 1991
- Analytical predictions of the seismic response of friction damped timber shear walls. 19:259-273. 1990
- Engineering implications of the 1985 nahanni earthquakes. 16:675-690. 1988
- Comparative performance of friction damped systems and base isolation systems for earthquake retrofit and aseismic design. 16:389-416. 1988
- Effect of peak ground acceleration to velocity ratio on ductility demand of inelastic systems. 16:63-79. 1988
- Influence of different sites on seismic base shear of buildings. 14:623-642. 1986
- Response spectra for torsion, rocking and rigid foundations. 13:543-557. 1985
- Energy dissipation and seismic liquefaction in sands. 10:59-68. 1982
- Generation of lateral and rotational floor response spectra by an alternative approach. 10:47-58. 1982
- Dynamic properties of asymmetric wall‐frame structures. 5:41-51. 1977
- SEISMIC ANALYSIS OF SKEWED HIGHWAY BRIDGES WITH INTERMEDIATE SUPPORTS.. 2. 1974
- Seismic analysis of skewed highway bridges with intermediate supports. 2:235-248. 1973