1. |
2021/09/14 |
Numerical Modeling and Modal Analysis of Base-isolated RC Building
|
2. |
2016/08/25 |
The Evaluation of Vibration Characteristics for a Middle-rise Steel Building Approaching Typhoon No.6 of 2015
|
3. |
2015/09/04 |
A Study on the Vibration Characteristics for a Middle-rise Steel Building before, during and after The 2011 off the Pacific Coast of Tohoku Earthquake (Part 2 The Evaluation Based on Earthquake Observation)
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4. |
2015/09/04 |
A Study on the Vibration Characteristics for a Middle-rise Steel Building before, during and after The 2011 off the Pacific Coast of Tohoku Earthquake (Part 1 The Evaluation Based on Microtremor Measurement and Manpower Excitement)
|
5. |
2015/09/04 |
A Study on Vibration Characteristics during Earthquakes for a High-rise Building
|
6. |
2015/09/04 |
Seismic Response analyses for Buildings Having Inhomogeneity of Strength along the Height
|
7. |
2015/08/26 |
The Evaluation of Damping Characteristics for a High-rise Building during Earthquake and Microtremor based on Measurement data
|
8. |
2015/08/26 |
A Study on Relation between Vibration Amplitudes and Damping Characteristics of a High-rise Building Based on Microtremor Measurement
|
9. |
2014/09/14 |
A Study on Response Characteristics for a Base-isolated Middle Rise Building Made by Reinforced Concrete Based on Observed Data
|
10. |
2014/09/14 |
The Vibration Characteristics of Buildings Having Inhomogeneity of Structural Property along the Height (Part 2 The Effect on Soil Stiffness)
|
11. |
2014/09/14 |
The Vibration Characteristics of Buildings Having Inhomogeneity of Structural Property along the Height (Part 1 The Effect on the Height of Buildings)
|
12. |
2014/09/12 |
Vibration Characteristics in Earthquake Responses Using ARX Model for a Middle-rise Steel Building (Part 2 Time Varying of Vibration Characteristics and the Relation between Vibration Amplitude and Vibration Characteristics)
|
13. |
2014/09/12 |
Vibration Characteristics in Earthquake Responses Using ARX Model for a Middle-rise Steel Building (Part 1 The Parametric Study of Model Order)
|
14. |
2014/09/12 |
Seismic Response Analyses Considering Soil-Structure Interaction for a High-rise Building
|
15. |
2014/08/26 |
The Evaluation of Damping Characteristics for a High-rise Steel Building Based on Microtremor Measurement and Manpower Excitement
|
16. |
2014/08/26 |
The Evaluation of Damping Characteristics for a Middle-rise Steel Building Based on Vibration Measurement
|
17. |
2013/08/30 |
Study on Vibration Characteristics of Frames Having Inhomogeneity of Mass and Stiffness along the Height
|
18. |
2013/08/30 |
Study on Torsional Vibration Characteristics for Frames Having Eccentricities of Mass or Stiffness
|
19. |
2013/08/30 |
Structural Monitoring for a High-rise Building Based on Measurement Data
|
20. |
2013/08/30 |
Earthquake Response Analyses for a Middle-rise Steel Building in Consideration of Soil Properties
|
21. |
2013/08/27 |
The Evaluations of Damping Characteristics for a Middle Rise Steel Building Based on Measurement Data
|
22. |
2013/08/27 |
The Evaluations of Damping Characteristics for a High Rise Steel Building Based on Measurement Data
|
23. |
2013/03/06 |
Vibration Characteristics for a Middle-rise Steel Building in Consideration of Soil-structure Interaction(System Identification Based on Measurement Data) (The 62nd Nat. Cong. of Theoretical and Applied Mechanics 2013, pp.1-2)
|
24. |
2012/09/21 |
The Evaluation of Damping Characteristics for a Super High Rise Reinforced Concrete Stack Based on Measurement Data
|
25. |
2012/09/21 |
The Structural Health Monitoring and Evaluation of Damping Characteristics for Middle Rise Building of Steel Based on Measurement Data
|
26. |
2012/09/12 |
Torsional Vibration Characteristics for Frames Having Eccentricities of Mass, Stiffness and Damping on the Plane
|
27. |
2012/09/12 |
Study on Vibration Characteristics of Frames Having Structural Inhomogeneity along the Height
|
28. |
2012/09/13 |
The Structural Monitoring and the Evaluation of Damping The Evaluation of Dynamic Characteristics for a Middle-Rise Steel Building Based on Measurement Data: Part 1. Microtremor and Earthquake Observation
|
29. |
2012/09/13 |
The Structural Monitoring and the Evaluation of Damping The Evaluation of Dynamic Characteristics for a Middle-Rise Steel Building Based on Measurement Data: Part 2. System Identification of Soil-Structure Interaction under Strong Earthquake
|
30. |
2012/09/14 |
The Evaluation of Dynamic Characteristics for a Super High-Rise Reinforced Concrete Stack Based on Measurement Data
|
31. |
2011/09/08 |
The Structural Monitoring and the Evaluation of Damping Structural Health Monitoring and Evaluation of Damping Characteristics in Liberty Tower Based on Measurement Data
|
32. |
2011/08/24 |
The Structural Monitoring and the Evaluation of Damping Characteristics for a High-rise Steel Building Based on Measurement Data
|
33. |
2010/09/14 |
An Experimental Study of Support Methods for Server Racks on Floor in Buildings Based on Vibration Tests
|
34. |
2010/09/09 |
The Evaluation of Damping Characteristics for a High-rise Steel Building Based on Microtremor Measurement Data
|
35. |
2010/03/10 |
The Evaluation of Dynamic Characteristics for Server Racks in Consideration of Installing in Buildings Based on Vibration Tests
|
36. |
2010/03/10 |
Structural Health Monitoring for a High-rise Steel Building Based on Microtremor Measurement
|
37. |
2009/08 |
The Evaluation of Vibration Characteristics and the Structural Monitoring for a Middle Rise Building Based on Microtremor Data
|
38. |
2009/08 |
The Evaluation of Vibration Characteristics for a Middle Rise Steel Building Based on Measurement Data (Part 1 The Structural Health Monitoring)
|
39. |
2009/08 |
The Evaluation of Vibration Characteristics for a Middle Rise Steel Building Based on Measurement Data (Part 2 The Influence of Seismic Properties and Vibration Level on Vibration Characteristics of a Building)
|
40. |
2009/08 |
Structural Health Monitoring and Evaluations of Dynamic Characteristics for a High-rise Steel Building Based on Microtremor Measurement
|
41. |
2009/08 |
The Evaluation of Dynamic Characteristics for Server Racks in Consideration of Floor Responses of Buildings
|
42. |
2008/09 |
The Evaluation of Dynamic Vibration Characteristics for Server Racks by Floor Responses of Buildings during Earthquake Based on Vibration Tests
|
43. |
2008/09 |
The Structural Monitoring and the Evaluation of Vibration Characteristics for a Middle-rise Building Based on Measurement Data
|
44. |
2008/09 |
The Evaluation of Vibration Characteristics in Consideration of the the Ground for a Middle Rise Building Framed by Steel Based on Measurement Data
|
45. |
2008/09 |
The Structural Health Monitoring and the Evaluation of Vibration Characteristics for a High-rise Steel Building Based on Measurement Data
|
46. |
2007/09 |
Structural Health Monitoring of a High-rise Steel Building Based on Microtremor Measurement
|
47. |
2007/09 |
Health Monitoring and Evaluation of Damping for a Middle Rise Building Framed by Steel
|
48. |
2007/08 |
The Actual Circumstances of Indoor Damage Measures during Strong Earthquakes Based on Questionnaire Surveys
|
49. |
2007/08 |
Dynamic Evaluation of Torsional Indexes under Earthquake Responses for Structures with Uni-axis Eccentricity
|
50. |
2007/08 |
A Study on Vibration Characteristics for a Middle Rise Building Framed by Steel Based on Measurement Data
|
51. |
2007/08 |
A Study on Structural Health Monitoring and Vibration Characteristics of a Middle-rise Steel Framed Building Based on Measurement Data
|
52. |
2006/09 |
Study on the Vibration Characteristics for a Middle-rise Steel Framed Building Based on Measurement Data
|
53. |
2006/09 |
The Characteristics of Responses for Eccentric Structures in Consideration of Phase Difference on Earthquake Motion
|
54. |
2006/09 |
The Evaluation of Vibration Characteristics for a Middle Rise Building Framed by Steel Based on Measurement Data (The Effect of Soil-Structure Interaction)
|
55. |
2006/08 |
The Evaluation of Damping Characteristics for a Middle-rise Steel Framed Building Based on Measurement Data
|
56. |
2006/08 |
A Study on the Reduction of Earthquake and wind Responses for Eccentric Buildings with a Dynamic Vibration Absorber Using Semicircular Arc Beams
|
57. |
2005/08 |
The Damping Characteristics of a Super High Rise Reinforced Concrete Stack Based on Vibration and Wind Measurement
|
58. |
2005/08 |
The Evaluation of First Mode Damping Ratios and Amplitude Dependences for Steel Buildings Based on Measuring Data
|
59. |
2005/08 |
A Study on Responses of High Rise Reinforced Concrete Stacks with a Dynamic Vibration Absorber Using Semicircular Arc Beams
|
60. |
2002/09 |
The Evaluation Methord of First Mode Damping Ration in a High-rise Building Using the System Identification of Transfer Function under Measuring Data
|
61. |
2002/09 |
The evaluation Methord of Relations Between Vibration Amplitudes and Damping Characteristics under Microtremors for High Rise Reinforced Concrete Stacks
|
62. |
2002/08 |
The Damping Characteristics of the First Mode for a High-rise Steel Building Using the System Identification Based on the Microtremor Measuring
|
63. |
2002/08 |
The Vibration Amplitude and Damping Characteristics of High Rise Reinforced Concrete Stacks Based on Microtremors
|
64. |
2002/08 |
The Damping Caracteristics of Higher Modes for a High-rise Steel Building Based on the Microtremor Measurement
|
65. |
2002/08 |
The Torsional Response Characteristics of Structures with the Eccentricities of Additional Mass and Shear Wall
|
66. |
2002/08 |
The Response Horizontal Force Distributions of Reinforced Concrete Buildings to Having Unbalance for Damping Distributions along the Heights
|
67. |
2002/08 |
The Horizonal Force Distributions for Responses of the Middle and Low Rize Buildings Based on the Response Spectrum Method (Effect of the Damping Ratio for Higher Modes on the Response Characteristics Using SRSS Methord)
|
68. |
2002/03 |
A Study on the Damping Characteristics for a High-rise Steel Building Based on the Vibration Measurement (The Relation between the Damping Ratios in Every Mode and the Amplitudes)
|
69. |
2002/03 |
The Evaluation of the First Mode Damping Ratio for a High-rise Steel Building Based on the Measurement of Microtremors (The System Identifications Using the Transfer Function)
|
70. |
2002/03 |
Earthquake Response Characteristics of Reinforced Concrete Buildings to Having Unbalance for Damping Distributions along the Heights
|
71. |
2002/03 |
"The Torsioanal characteristics of Wall-Frames Structures with Biased Mass and Siffness (Eigenvalues, Vibration Modes and Response Analyses)"
|
72. |
2001/09 |
The Dynamic Characteristics of Torsional Indexes for Low-rise Structures with Stiffness Eccentricity by the Biased Wall
|
73. |
2001/09 |
Horizonal Force Distributions for Responses of the Middle and Low Rize Buildings on the Response Spectrum Method
|
74. |
2001/09 |
Seismic Load of Buildings to Having Unbalance for Mass Distributions along the Heighes (The Horizontal Force Distributions for Responses in Considering of the Ground)
|
75. |
2001/09 |
A Study on the Damping Caracteristics for a High-rise Steel Building Based on the Vibration Measurement (Part1. The Amplitude and Damping Rations of the First Mode)
|
76. |
2001/09 |
A Study on Damping Characteristics for a High-rise Steel Building Based on the Vibration Measurement (Part2. The Relation of the Damping Rations for Each Mode)
|
77. |
2001/08 |
A Study on the Vibration Measurement and Health Monitoring for a High-rise Steel Building
|
78. |
2000/09 |
The Investigation on the Amplitude Dependence of Damping Characteristics Based on Man-powerr Excitation for High Rise Reinforced Concrete Stacks
|
79. |
2000/09 |
The Evaluation of Damping Characteristics Based on Measuring Microtremors for High Rise Reinforced Concrete Stacks
|
80. |
2000/09 |
A Study on the Evaluation of the Vibration Modes for a High-rise Steel Building Based on the Measurement of Microtremors
|
81. |
2000/09 |
A Study of an Elastoplastic Damper Using Two Kinds of Semicircular Arc Bars
|
82. |
2000/09 |
An Eigenvalue Analysis by Using the Direct Product for Torsional Structures with the Biased Wall (The Effects of the Rocking Deformation at the Footing of the Multi-storied Wall)
|
83. |
2000/09 |
The Horizontal Force Distributions for Responses along the Heights on Buildings in Consideration of the Ground
|
84. |
2000/09 |
The Horizontal Force Distributions for Responses of Reinforced Concrete Buildings in Consideration of the Distributions for the ratio of Stiffness and Weight along the Heights
|
85. |
2000/09 |
A Study on the Evaluation of Damping Characteristics for High-rise Steel Building Based on the Measurement
|
86. |
2000/09 |
The Evaluation of Vibration Characteristics Based on Measuring Microtremors for High Rise Reinforced Concrete Stacks
|
87. |
2000/09 |
The Investigation on the Amplitude Dependence of the Vibration Characteristics for High Rise Reinforced Concrete Stacks Based on Man-power Excitation
|
88. |
1999/09 |
An Eigenvalue by Using the Product for Structures in Consideration of Torsional Vibration (Wall-Frame Coupling Structures with Eccentricity of Multi-Storied Wall)
|
89. |
1999/09 |
The Horizontal Shear Force Distributions of Buildings to Having Discontinuous for the Stiffness Distributions along the Heights (The Characteristics of Earthquake Responses for Bending-shear Type Uniform Frames)
|
90. |
1999/09 |
The Horizontal Force Distributions of Buildings to Having Unbalance for Mass Distributions along the Heights (The Elasto-plastic Earthquake Responses of Bending-shear Type Uniform Frames)
|
91. |
1999/09 |
A Study on an Elastoplastic Damper Utilizing Continuous Plastic Bending of Thin Metal Rods (Part 1. The Principle and Basic Characteristics of the Elastoplastic Damper)
|
92. |
1999/09 |
A Study on an Elastoplastic Damper Utilizing Continuous Plastic Bending of Thin Metal Rods (Part 2. An Application to the Equipment in a building)
|
93. |
1999/09 |
The Evaluation of Vibration Characteristics for High Rise Reinforced Concrete Stacks (Damping Ratios and Natural Frequencies Based on Microtremors)
|
94. |
1999/07 |
A Study of a Three-Dimensional Elastoplastic Damper Using a V-Shaped Bar
|
95. |
1999/03 |
Vibration Characteristics of Reinforced Concrete High Rise Stack(Natural Frequency and Damping Ratio under Microtremor)
|
96. |
1999/03 |
Elasto-plastic Earthquake Response Characteristics of Buildings to Having Unbalance for Mass Distribution along the Heights(The External Force Distributions and the Story Shear Force Distributions for Response of Bending-shear Type Uniform Frames)
|
97. |
1999/03 |
Converting Method Microtremor into Free Vibration Waves Using Random Decrement Technique(Damping Performance Evaluation for High Rise Stack of Reinforced Concre under Microtremor)
|
98. |
1999/03 |
A Study on an Elastoplastic Damper Using a コ-Shaped Metal Bar
|
99. |
1998/09 |
Earthquake Response Characteristics of Bending-shear Type Uniform Frames to Having Unbalance for Mass Distribution along the Heights
|
100. |
1998/09 |
Damping Properties of Concrete Structure Buildings Using Full-scale Data
|
101. |
1998/09 |
Damping Evaluation of High Rise Reinforced Concrete Stack(Examination on Superpositing Method for Random Decrement Technique)
|
102. |
1998/08 |
An Application of an Elastoplastic Damper Utilizing Continuous Plastic Bending of Metal Rods to an Apparatus in Building
|
103. |
1997/09 |
Energy Absorbing Characteristics of Bending-Shear Type R/C Uniform Frames to Having Unbalance for Damping Quantity along the Heights
|
104. |
1997/09 |
Damping Properties of Steel Structure Building Using Full-scale Test Data (Part 1) Difference of Damping Properties by Foundation Types
|
105. |
1997/08 |
A Study on an Elastoplastic Damping Using Circular Arc Bars
|
106. |
1997/07 |
Damping Properties of Buildings Using Full-Scale Data
|
107. |
1997/07 |
Compound Damping Utilizing Continuous Platic Bending of Metal Rods and Friction
|
108. |
1996/09 |
Vibration Characteristics and Seismic Response of High Rise Frames with Active Mass Damper -Case AMD was Installed in the Middle Story -
|
109. |
1996/09 |
Vibration Characteristics of Bending-Shear Type Uniform Frames to Having of Structural Unbalance (Part 1. Inhomogeneity for Mass Distribution along the Heights)
|
110. |
1996/09 |
Vibration Characteristics of Bending-Shear Type Uniform Frames to Having of Structural Unbalance (Part 2. Inhomogeneity for Stiffness Distribution and Strength Distribution of Beams along the Heights)
|
111. |
1995/08 |
Vibration Characteristics of Bending-Shear Type Uniform Frames to Having of Structural Unbalance (Part 1. Inhomogeneity for Mass or Stiffness of the Hight Direction)
|
112. |
1995/08 |
Vibration Characteristics of Bending-Shear Type Uniform Frames to Having of Structural Unbalance (Part 2. Inhomogeneity for Damping Quantity of the Hight Direction)
|
113. |
1995/08 |
Frequency Response Functions and Active Control of Seismic Responses of High Rise Uniform Frames (Part 3; Influence of AMD-Weight)
|
114. |
1994/09 |
Elasto-Plastic Seismic Responses of Reinforced Concrete Seismic Responses of Reinforced Concrete Wall Column Frame Coupling Structures (Part 1 The Shear Distribution of Frames)
|
115. |
1994/09 |
"Elasto-Plastic Seismic Responses of Reinforced Concrete Seismic Responses of Reinforced Concrete Wall Column Frame Coupling Structures (Part 2 The Ratios of Column Strength for Frame, the Base Wall Strength for Wall Column)"
|
116. |
1994/09 |
Frequency Response Functions and Active Control of Seismic Responses of High Rise Uniform Frames (Part 1; Derivation of Frequency Response Function)
|
117. |
1994/09 |
Frequency Response Functions and Active Control of Seismic Responses of High Rise Uniform Frames (Part 2; Response Functions and Seismic Responses)
|
118. |
1994/09 |
An Experimental and Analytical Study on Stuctures Considering Uplift Deflection of Foundation during Earthquake (Part 2 The Relation between Overturning Moment and Rotation Angle Foundation)
|
119. |
1993/09 |
Elasto-Plastic Seismic Responses of Reinforced Concrete Wall- Frame Coupling Structures Considering Varying Plastic Zones (Part2 Distributions of Seismic Response Shear for Frames)
|
120. |
1993/09 |
An Experimental and Analytical Study on Stuctures Considering Uplift Deflection of Foundation during Earthquake
|
121. |
1993/09 |
Elasto-Plastic Seismic Responses of Reinforced Concrete Seismic Responses of Wall-Frame Coupling Structures Considering Varying Plastic Zones (Part 2 Distributions of Seismic Response Shear for Frames)
|
122. |
1993/09 |
Active Control of Seismic Response of Structures with Base Isolation System
|
123. |
1992/08 |
Seismic Responses of Wall-Frame Coupling Structures Considering Varying Plastic Zones (Part 1 Lateral Load Distributions of Frames and Ductility of Beams)
|
124. |
1992/08 |
Frequency Response Functions and Frequency Response Functions and Active Control of Seismic Responses on Base Isolated Uniform Frames (Control of the Response Displacement Using Mass Dampers)
|
125. |
1992/08 |
An Experimental Study on Stuctures Considering Uplift Deflection of Foundation during Earthquake
|
126. |
1991/09 |
Elasto-plastic Seismic Responses of Reinforced Concrete Uniform Walled Frames Considreing Varying Plastic Zones (Base Wall Strength on Walled Plane Frames)
|
127. |
1991/09 |
Frequency Response Functions and Frequency Response Characteristics of Frequency-response Functions on Base Isolated Uniform Frames (Part 3. Seismic Response Using Relative Isolation Theory)
|
128. |
1990/10 |
Frequency Response Functions and Frequency Response Characteristics of Frequency-response Functions on Base Isolated Uniform Frames (Part 1. Introducing to Frequency-response Functions)
|
129. |
1990/10 |
Characteristics of Frequency-response Functions on Base Isolated Uniform Frames (Part 1. Characteristics of Frequency-response Functions and Seismic Responses)
|
130. |
1990/10 |
"Elasto-plastic Characteristics of Reinforced Concrete Uniform Walled Frames Considreing Varying Plastic Zones (Base Wall Strength, Lateral Load Capacity on Walled Plane Frames)"
|
131. |
1990/10 |
Torsioanal Responses of Eccentric Frames with Shear Wall (Uplift of Shaer Wall Footing and Center of Shear Force on Frame)
|
132. |
1989/10 |
Elasto-plastic Analysis of Reinforced Concrete Structures Considreing Varying Plastic Zones (Part 3 Comparison of Analytical Models)
|
133. |
1989/10 |
"Elasto-plastic Analysis of Reinforced Concrete Structures Considreing Varying Plastic Zones (Part 4 Characteristics of the Frame due to Strength Parameters of Beam, Column)"
|
134. |
1989/10 |
Tortional Responses of Wall-Frame Coupling Systems (Part 2 Torsional Responses out of Consideration for Uplift Deformation of Footing of Shear Wall)
|
135. |
1989/10 |
Dynamic Characteristcs of Structures Considering Uplift-Rocking Deformation of Foundation (Part 3 Earthquake Responses Using the Non-Linear Rocking Spring)
|
136. |
1988/10 |
"Elasto-plastic Analysis of Reinforced Concrete Structures Considreing Varying Plastic Zones (Part 1 Influences of Strength both Column and Beam, Stationary Load)"
|
137. |
1988/10 |
Elasto-plastic Analysis of Reinforced Concrete Structures Considreing Varying Plastic Zones (Part 2 Influences of Lateral Load Distributions on Wall Structures)
|
138. |
1988/10 |
Damping Properties of Base Isolated Structures with Damper Devices (Part 1 Equivalent Viscous Damping of Viscous Type Damper)
|
139. |
1988/10 |
Damping Properties of Base Isolated Structures with Damper Devices (Part 2 Hysteresis Type Damper)
|
140. |
1988/10 |
Tortional Responses of Wall-Frame Coupling Systems (Part 1 Eccentricities and Internal Forces Considering Layout of Walls)
|
141. |
1988/10 |
Dynamic Characteristcs of Structures Considering Uplift-Rocking Deformation of Foundation (Part 1 Analytical Models and Vibration Tests of Rigid Bodies)
|
142. |
1988/10 |
Dynamic Characteristcs of Structures Considering Uplift-Rocking Deformation of Foundation (Part 2 Earthquake Responses)
|
143. |
1987/10 |
Earthquake Responses of Structures Supported on Seismic Isolator with Rocking Deformation
|
144. |
1987/10 |
Internal Forces and Eccentricities of Frames with Shear Walls Considering Torsional Deflection
|
145. |
1987/10 |
Inelastic Statics of R/C Structures (Part 1 Comprison of Analytical Models)
|
146. |
1987/10 |
Inelastic Statics of R/C Structures (Part 2 Strength Parameter of Beams and Columns)
|
147. |
1986/08 |
"Torsional Response with Eccentricities of Mass, Stiffness and Strength (Part 1) Characteristics of Torsional Vibration"
|
148. |
1986/08 |
"Torsional Response with Eccentricities of Mass, Stiffness and Strength (Part 2) Characteristics of Inelastic Torsional Vibration"
|
149. |
1986/08 |
A Study on Inelastic Analysis of R/C Structures (Inelastic Analysis of Deep Column)
|
150. |
1986/08 |
Lateral Load Capacity of Frame with Shear Walls Considering Torsional Deflection
|
151. |
1985/10 |
Bending Moments and Drifts of Uniform Frames Subjected To Ai Distributed Lateral Forces
|
152. |
1985/10 |
Behaviour of Lateral Load Capacity and Shear Wall Footing in Wall-Frame Coupling Systems
|
153. |
1984/10 |
Lateral Load Capacity of Uniform Frames (Fundamental Three - Deflection Equations)
|
154. |
1984/10 |
Reserve Energy Capacity of Wall-Frame Coupling Systems (Analytical Study Considering Rocking and Up-lift of Shear Wall Footing)
|
155. |
1984/10 |
Torsional Analysis of the Reinforced Concrete Building
|
156. |
1983/09 |
Dynamic Analysis of Frames with Shear Wall Considering Up-lift of Footing (Part 3. Strong Earthquake Responses and Shear Forces of Wall Part)
|
157. |
1983/09 |
Earthquake Resistant Process and Lateral Load Capacity of Wall-Frame Coupling Systems (Part 3. Rocking and Up-lift of Shear Wall Footing)
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