11-11-2010, 10:39 AM
EARTHQUAKE SPECTRA, MAY 1994, VOLUME 10, ISSUE 2
1.A Basis for Evaluation of Seismic Hazard and Design Criteria for Saudi Arabia
M. Al-Haddad, G. H. Siddiqi, R. Al-Zaid, A. Arafah, A. Necioglu, and N. Turkelli
2.Seismic Ground Motion Hazard Assessment at a Site near a Segmented Subduction Zone: the Roseau Dam, Saint Lucia, West Indies
W. P. Aspinall, J. B. Shepherd, G. Woo, A. Wightman, K. C. Rowley, L. L. Lynch, and W. B. Ambeh
3.Seismic Response of Adjacent Buildings with Similar or Different Dynamic Characteristics
Christina J. Athanassiadou, George G. Penelis, and Andreas J. Kappos
4.Design Forces for Drift and Damage Control: A Second Look at the Substitute Structure Approach
John F. Bonacci
5.New Seismic Design Specifications of Highway Bridges in Japan
Kazuhiko Kawashima and Kinji Hasegawa
6.Evaluation of Strength Reduction Factors for Earthquake-Resistant Design
Eduardo Miranda and Vitelmo V. Bertero
7.Behavior of Mobility-Disabled People in Earthquakes: A Simulation Experiment
Mansour Rahimi
8.The Effects of Seismic Pore Water Pressure on Ground Surface Motion
George (Bebe) T. Zorapapel and Mladen Vucetic
9.Discussion of "Passive Control of Building Response Using Energy Dissipating Cladding Connections" by J. P. Pinelli, J. I. Craig, G. J. Goodno, and C. C. Hsu
Julie Mark Cohen
10.Response to J. M. Cohen's "Discussion of `Passive Control of Building Response Using Energy Dissipating Cladding Connections' "
Jean-Paul Pinelli, James I. Craig, Barry J. Goodno, and C. C. Hsu
11.Discussion of "Variation of Site Response at the UCSB Dense Array of Portable Accelerometers" by J. H. Steidl
E. H. Field
12.Response to E. H. Field's "Discussion of `Variation of Site Response at the UCSB Dense Array of Portable Accelerometers"'
Jamison H. Steidl
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
http://forum.civilea.com/thread-27464.html
***************************************