scholarly journals MODEL OF LATERAL SOIL RESISTANCE FOR SIMPLIFIED EARTHQUAKE RESISTANT DESIGN METHOD OF SHEET PILE QUAY WALL WITH VERTICAL PILE ANCHORAGE

2018 ◽  
Vol 74 (4) ◽  
pp. I_686-I_698
Author(s):  
Kenichiro MIYASHITA ◽  
Takashi NAGAO
Keyword(s):  
Design Method ◽  
Soil Resistance ◽  
Sheet Pile ◽  
Earthquake Resistant Design ◽  
Quay Wall ◽  
Earthquake Resistant

scholarly journals STUDY ON SEISMIC DESIGN METHOD OF ANCHORED SHEET PILE QUAY WALL AT FISHING PORTS

2018 ◽  
Vol 74 (2) ◽  
pp. I_240-I_245
Author(s):  
Kimiyasu SAEKI ◽  
Hidemasa SATO ◽  
Teruhisa FUJII ◽  
Kunitomo ASAKURA ◽  
Masayuki FUDO ◽  
...  
Keyword(s):  
Seismic Design ◽  
Design Method ◽  
Sheet Pile ◽  
Quay Wall ◽  
Seismic Design Method

A unified earthquake-resistant design method for steel frames using arma models

1991 ◽  
Vol 20 (5) ◽  
pp. 483-501 ◽  
Author(s):  
Izuru Takewaki ◽  
Joel P. Conte ◽  
Stephen A. Mahin ◽  
Karl S. Pister
Keyword(s):  
Design Method ◽  
Steel Frames ◽  
Arma Models ◽  
Earthquake Resistant Design ◽  
Earthquake Resistant

Damage-Limiting Aseismic Design of Buildings

1987 ◽  
Vol 3 (1) ◽  
pp. 1-26 ◽  
Author(s):  
Y. J. Park ◽  
A. H-S. Ang ◽  
Y. K. Wen
Keyword(s):  
Structural Damage ◽  
Design Method ◽  
Damage Model ◽  
Hysteretic Energy ◽  
Maximum Deformation ◽  
Earthquake Resistant Design ◽  
Earthquake Resistant ◽  
Degree Of Damage ◽  
Potential Damage ◽  
Tolerable Level

A procedure for earthquake-resistant design is developed to limit the potential damage of buildings to a tolerable level. The procedure is based on the damage model developed earlier (Park and Ang, 1984) in which structural damage is expressed as a function of the maximum deformation and dissipated hysteretic energy. The tolerable degree of damage is defined on the basis of calibration with observed damages from past major earthquakes. The design method is examined in the context of reliability.

scholarly journals A STUDY ON EARTHQUAKE RESISTANT DESIGN METHOD OF AN OPEN TYPE WHARF WITH PNEUMATIC CAISSONS

2013 ◽  
Vol 69 (2) ◽  
pp. I_155-I_160
Author(s):  
Masahiko OISHI ◽  
Takashi NAGAO ◽  
Masatoshi OUCHI ◽  
Yuske SATO ◽  
Osamu KIYOMIYA
Keyword(s):  
Design Method ◽  
Open Type ◽  
Earthquake Resistant Design ◽  
Earthquake Resistant

A simplified earthquake resistant design method for base isolated multistorey structures

1991 ◽  
Vol 24 (3) ◽  
pp. 238-250 ◽  
Author(s):  
Takim Andriono ◽  
Athol J. Carr
Keyword(s):  
Design Method ◽  
Design Procedure ◽  
Simplified Approach ◽  
Earthquake Resistant Design ◽  
Earthquake Resistant ◽  
Practical Design ◽  
Inertia Forces

This paper describes the step-by-step design procedure of a simplified approach proposed for use in practical design of base isolated multi-storey structures. The proposed method can be used to accurately estimate the inertia forces, not only at the level of the isolation devices but throughout the height of the structure.

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