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Aspects of the Design of Fire-Resistant Plasterboard Walls in Fire
fire wall steel penetrations fire resistance warehouse buildings tests
2009/2/18
This paper gives the detailed results of a series of fire tests on plasterboard fire-resistant wall construction where that construction was penetrated by steel elements simulating the presence of pen...
Seismic performance of pile-to-pile cap connections: An investigation of design issues
Pile-to-pile cap connections nonlinear finite element analysis seismic performance
2009/2/18
Damage in recent earthquakes has resulted in the design of pile foundation systems becoming more conservative, particularly pile-to-pile cap connections. However, the application of current internatio...
Introduction to the Analysis and Design of Offshore Structures– An Overview
Design Offshore Structures An Overview
2009/2/17
This paper provides a broad overview of some of the key factors in the analysis and design of offshore structures to be considered by an engineer uninitiated in the field of offshore engineering. Topi...
Design aspects of steel I-girders with corrugated steel webs
steel I-girders corrugated steel webs
2009/2/17
Corrugated web girders represent a new structural system emerged in the past two decades. The girder’s flanges provide the flexural strength of the girder with no contribution from the corrugated web ...
Modern design, construction and maintenance of composite steelconcrete structures: Australian experiences
composite steelconcrete structures construction
2009/1/15
Modern design, construction innovation and maintenance issues have been extensively utilised for composite steel-concrete building structures in Australia. This paper provides an overview of the desig...
Research on seismic safety, retrofit, and design of a steel cable-stayed bridge
retrofit design steel cable-stayed bridge
2009/1/15
After the 1995 Great Hanshin Earthquake, Japanese design specification of highway bridges was revised and many piers and bearing supports have been retrofitted. Large span bridges such as arch, truss,...
In design of conventional bridges the gap between bridge spans is usually only a few centimetres. For such an expansion joint poundings between adjacent bridge girders during strong earthquake shaking...
A review of the Current Vietnamese Earthquake Design Code
Seismic ground motion earthquake code
2009/1/15
This paper provides a brief overview of the seismic activities in Vietnam. In the past, Vietnam did not have its own earthquake code. A new earthquake code which was based on Eurocode has been issued ...
Emerging technologies in a tele-collaborative design studio between the Pennsylvania State University and Carleton University
design collaboration tele-presence visualization broadband
2010/9/29
The research project investigates the use of a network-enabled platform (NEP) involving a combination of technologies that include: high bandwidth network infrastructure; high-performance visualizatio...
Lessons learned from the use of interactive workspaces for student team design project meetings
Interactive Workspaces Collaborative Environments Information and Communication Technologies Student Team Design Projects
2010/9/29
The paper reports on a survey conducted among senior year undergraduate students who used the environment over the course of three months for their senior design project meetings. A questionnaire was ...
Virtual worlds as a constructivist learning platform: evaluations of 3D virtual worlds on design teaching and learning
Constructivist learning 3D virtual worlds design teaching and learning affordances and constraints
2010/9/29
With the recent developments in information and communication technologies, 3D virtual worlds have the potential to make a major contribution to design education as a constructivist learning environme...
Augmentation of real-time 3D virtual environments for architectual design at the conceptual stage
3D Virtual Environments 3D Modeling Architectural Compositions User Interactivity
2010/9/29
This paper presents a computational system for augmenting real-time 3D virtual environments to support the formation and compositions of architectural designs. The developed IAMVE (Interactive Archite...
OPTIMIZATION OF DESIGN SEISMIC COEFFICIENT BASED ON TOTAL EXPECTED COST FOR GRAVITY TYPE QUAY WALLS
quay wall seismic coefficient seismic risk risk management
2008/12/30
An optimization procedure for the design seismic coefficient for gravity type quay walls is discussed based on the risk management concept. First, seismic risk evaluation for 280 ports in Japan is co...
VELOCITY-BASED DESIGN OF SEISMIC UNSEATING PREVENTION CABLE AND SHOCK ABSORBER FOR BRIDGES
bridge unseating prevention system response velocity impact stress shock absorber
2008/12/29
The design of connecting devices for preventing bridge girders from becoming unseated during strong seismic motion is extended to include consideration of the velocity response of the bridge. The nec...
A STUDY ON FORCE-DISPLACEMENT-BASED SEISMIC DESIGN OF SINGLE-COLUMN RC PIERS
acceleration-displacement response spectrum modified Park-Ang damage index
2008/12/29
As a fundamental study to develop a force-displacement-based seismic design of RC piers, the acceleration-displacement response spectrum (ADRS) of SDOF systems with elastic-plastic bilinear restoring...