| Earthquake Engineering and Engineering Seismology |
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Volume 1
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Number 1
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September 1999 |
1. Fundamental Study on Near-Field Effects on Earthquake response of Arch Dams Tatsuo Ohmachi, Abodlrahim Jalali (pp.1-11)
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2. Practical Seismic Design Criteria and Life-Cycle Optimization for Structures with Hysteretic Energy-Dissipating Devices
Luis Esteva, Orlando Diaz, Jaime Garcia
(pp. 13-26)
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3. Real Time Conditional Simulation of Earthquake Ground Motion
Tadanobu Sato, Hirofume Imabayashi
(pp. 27-38)
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4.Seismic Performance of Damaged Bridge Columns
S.J. Elkin, A.M. Nacamuli, D.E. Lehman, J.P. Moehle
(pp. 39-50)
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5.A Simple Seismic Design Strategy Based on Displacement and Ductility Compatibility
Thomas Paulay
(pp. 51-67)
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Volume 2
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Number 1
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March 2000
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1. Strong Ground Motion Characteristics of the Chi-Chi, Taiwan Earthquake of September 21, 1999
Yi-Ben Tsai, Ming-Wey Huang
(pp. 1-21)
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2. Near-Field Characteristics and Engineering Implications of the 1999Chi-Chi Earthquake
Ching-Tung Huang, Shi-Shuenn Chen
(pp. 23-41)
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3. Preliminary Analysis for quaywall Movement in Taichung Harbour during the September 21, 1999, Chi-Chi Earthquake (pp. 43-56)
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4. Seismic Performance of Highway Bridges
Kuo-Chun Chang, Dyi-Wei Chang, Meng-Hao Tsai, Yu-Chi Sung
(pp. 55-77)
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5. Preliminary Investigation of Damage to Near Fault Buildings of the 1999 Chi-Chi Earthquake
Cheng-Cheng Chen, Ching-Tung Huang, Rwey-Hua Cherng, Van Jeng
(pp. 79-92)
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6. Overview of Building Damages in 921 Chi-Chi Earthquake
K.C. Tsai, Chiang Pi Hsiao, Michel Bruneau
(pp. 93-108)
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Number 2
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September 2000
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1. Source Model for Simulating Ground Motion During the 1999 Chi-Chi Earthquake
K. Irikura, K. Kamae, L.A. Dalguer
(pp. 1-14)
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2. Magnitude Scaling of Near Fault Ground Motions
P.G. Somerville
(pp. 15-24)
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3. Chi-Chi Earthquake Induced Landslides in Taiwan
Hung, Ju-Jiang
(pp. 25-33)
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4. Development of Bridge Fragility Curves Based on damage Data
Masanobu shinozuka
(pp. 35-45)
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5. Seismic Vulnerability Assessment Methods for Buildings in Japan
Shunsuke Otani
(pp. 47-56)
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6. Fast Earthquake Resistance assessment for School Buildings in Taiwan
M.S. Sheu, H.Y. Kuo
(pp. 57-66)
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7. Near-Fault Seismic Vulnerability of Nonstructural Components and Retrofit Strategies
T.T. Soong G.C. Yao, C.C. Lin
(pp. 67-76)
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Volume 3
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Number 2
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September 2001
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1. Test of of a Full-Scale Steel Frame
with TADAS (pp. 01-16) |
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2. Seismic Performance of Passenger
Elevators in Taiwan (pp. 17-26) |
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3. Seismic Stability Analyisis for
Multi-Story Steel Frame with Inelastic Sidesway
(pp. 27-36) |
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4. Assessing the Accuracy of the Damping
Models Used in Displacement-Based Seismic Demand Evaluation and Design of
Inelastic Structures
(pp. 37-46) |
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5. Current Development of Seismic Code
to Consider the Near-Fault Effect in Taiwan (pp. 47-56) |
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Volume 1
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Number 1
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September 2002
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1.
A
Partial View of Japanese Post-Kobe Seismic
Design and Construction Practices(PP3-14) |
2.
Performance-Based Seismic Design Code for
Buildings in Japan
(pp. 15-26) |
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3.
Control of
Seismic Drift Demand for Reinforced Concrete Buildings with Weak First
Stories (pp.27-36)
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4.
Comparison
of Strength Capacity for Steel Building Structures in the United States and
Japan
(pp. 37-50) |
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5.
Design and
Construction of Concrete-Filled Steel Tube Column System in Japan(pp.51-74)
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6.
Recent
Applications of Structural Control Systems to High-Rise Buildings (PP.75-94) |
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7.
Basic
Characteristics and Durability of Low-Friction Sliding Bearings for Base
Isolation (pp. 95-105) |