| Abukawa, Takahiro |
Experiments on leveling of impact force, and effective ratio of slits in fairing for reducing damage of bridges by tsunami |
444-445 |
| Arcidiacono, Vincenzo |
The dynamic behaviour of the roof interventions in the Basilica San Francesco in Assisi |
208-209 |
| Ariyama, Daichi |
Analysis of Bracing Type and Full Web Type of Cross Frame at Girder End |
264-265 |
| Atsushi, Takeda |
Performance Evaluation of Friction Slip Damper with Sets of Disc Springs and Bolt for Bridge |
442-443 |
| Azadur Rahman, M. |
Kuril Flyover - Elegant by Natural Solution |
42-43 |
| Bakis, Konstantinos N. |
Aeroelastic Control of Long Span Suspension Bridges during Erection |
488-489 |
| Barbagallo, Francesea |
Preliminary Validation of a Multimodal Adaptive Procedure |
320-321 |
| Boake, Terri Meyer |
Elegant Structures: Diagrids take to the Sky |
28-29 |
| Boonyapinyo, Virote |
Seismic Capacity Comparisons of Reinforced Concrete Buildings with Various Ductility by Incremental Dynamic Analysis. |
496-497 |
| Bucher, Christian |
Analysis and Design of Sliding Isolation Pendulum Systems |
450-451 |
| Buckley, Ian |
Renovation and Adaptive Re-use of the Historic Corbin Building (as part of the Fulton Center project, Lower Manhattan) |
200-201 |
| Burton, Melissa |
Controlling Wind Response with Innovative Damper Technology |
492-493 |
| Cancogni, Fabio |
Experimental studies on seismic behaviour of RC frame with different configuration of infills |
476-477 |
| Chang, Kuo-Chun |
Experimental investigation and FEM simulation of a bridge pier with scoured pile foundation from shaking table tests |
68-69 |
| Chen, Xiachun |
An extended sandwich theory for prestressed concrete bridges with corrugated steel web(s) |
270-271 |
| Chiuini, Michele |
The parabola of the parabolic arch |
372-373 |
| Choi, Dong-Ho |
Effects of Hanger Extensibility on Responses of Suspension Bridges |
70-71 |
| Chomchuen, Prakit |
Seismic Performance of Single-Column RC Bridges with Shear Failure |
232-233 |
| Chong, Alecs K. T. |
The Macau Eiffel Tower - Recreating the 19th Century Elegance |
80-81 |
| Chung, Sang-Yeop |
Evaluation of permeability of concrete specimens affected by chloride attack using reconstruction and probabilistic description methods |
274-275 |
| Cuadra, Carlos |
Dynamic Characteristics of Historic Noshiro City Assembly Hall, Japan |
220-221 |
| Dai, Gonglian |
A Beautiful Wind-rain Bridge in China |
84-85 |
| Dang, Ji |
Rate Dependent Behavior of High Damping Rubber Bearings in Low Temperature and Rheology Model |
392-393 |
| Daniel Shacham, Eng. |
Tel-Aviv Museum of Art - New Building Innovation in Structural Design & Construction |
114-115 |
| Dispersyn, Jonas |
Experimental investigation of the edge distance of adhesive point-fixings in glass |
134-135 |
| Dongyue, Wu |
The experimental study of the new pore-forming grouting connection joint with welded closure confinement steels |
288-289 |
| Drdacky, Milos |
Historical structures - inspiration from concepts through details to forms |
40-41 |
| Dutu, Andreea |
Retrofit solution for timber framed masonry system using aramid fiber reinforced polymers (AFRP) |
210-211 |
| Duy Khanh, Tran |
Static Loading Test Based Validating Current Gerber Hinge Status of Existing Steel Cantilever Through Truss Bridge |
428-429 |
| Eichwalder, Bernhard |
Tnnovative roadway transition structure for a long integral abutment bridge in Austria |
268-269 |
| Endo, Fumiaki |
Advanced Technologies Applied in Obayashi Technical Research Institute |
402-403 |
| Enomoto, Hiroyuki |
Seismic retrofit strengthening of age-old Japanese traditional building "Chusonji-Temple Hondo" |
202-203 |
| Firth, Ian |
Engineering elegant bridges - the process and the outcome |
4-5 |
| Fobo, Wolfgang |
Structural Protection of Elegant Structures from Wind and Seismic Events |
480-481 |
| Foged, Brian |
Geotechnical design of the Izmit Bay Suspension Bridge |
60-61 |
| Frandsen, Mikkel |
Clubhouse at Great Northern Golf Course |
118-119 |
| Fujishita, Kazuhiro |
Damage Distribution based Energy-Dissipation Retrofit Method for Multi Story RC Building in Turkey |
500-501 |
| Fujita, Kaori |
Seismic Performance of Japanese Traditional Timber Temple Kencho-ji |
6-7 |
| Fujita, Masanori |
Fatigue Test of Steel Structural Members Using the Mechanical Repair Construction |
420-421 |
| Fukunaga, Yasuo |
Development of Non-Metal Bridge Contributed High Durability |
416-417 |
| Furuta, Hitoshi |
Multi-stage Optimization for Flexible Bridge Maintenance and Management Planning against Modification of Deterioration Curve |
434-435 |
| Gauvreau, Paul |
Educating Engineers to Create Elegant Bridges |
46-47 |
| Geßner, Stephan |
Refurbishment of the concrete-glass windows of Aachen City Hall |
206-207 |
| Grace, Nabil |
Development of Carbon Fiber Reinforced Polymer Bridges in USA |
30-31 |
| Grange, Vincent |
"La Canopée" in Paris |
24-25 |
| Guliani, RB Singh |
Aesthetics of Bridge Structures |
94-95 |
| Haixue, Liao |
Reinforced Concrete Corrosion Mitigation with Embedded Distributed Galvanic Anodes |
414-415 |
| Hanji, Takeshi |
Fatigue Strength Evaluation Method of Connection between Longitudinal Closed Ribs and Cross-Beam Web Cutouts in Orthotropic Steel Bridge Decks |
266-267 |
| Hansen, Michael |
Probabilistic Assessment of the Foundation of Offshore Wind Turbines |
482-483 |
| Hatakeyama, Naoki |
System Ddentification of a Five-Storied Steel-Frame Structure Based on Natural Frequency Deviation with Known Mass Loading |
302-303 |
| Hatanaka, Tatsuaki |
Morphology of diagonal structural systems |
188-189 |
| Hattori, Mamiko |
Simple Repair Method for Fatigue Cracks in Welded Joints by Resin Tnjection |
406-407 |
| Hattori, Masahiro |
Application of Ultra Strength Fiber Reinforced Concrete to Bridge Piers |
330-331 |
| Hida, Hajime |
Experimental Study on New Developed Slab Link Method |
234-235 |
| Hidekuma, Yuya |
Repairing Method for Steel Member with Cross Section Loss by CFRP Bonding |
346-347 |
| Hoang, Khuyen Trong |
A Numerical Comparison Between Static Methods For Redundancy of Steel Truss Through Bridges |
256-257 |
| Homma, Koji |
Newly Developed Bridge High-performance Steel and its Application to Tokyo Gate Bridge |
168-169 |
| Hong, Kwan-Young |
Collision Analysis of Submerged Floating Tunnel by Underwater Navigating Vessel |
386-387 |
| Hong, Namhee-Kim |
Parametric Simulation of Structural Silhouette for Hybrid Cable Bridges |
36-37 |
| Horswill, Duncan |
Viewing Tower, Aarhus, Denmark |
78-79 |
| Hotta, Hisato |
A Study on Yield Surface and Principal Elastic Axes of RC Structures |
312-313 |
| Hotta, Hisato |
Relation of Biaxial Nonlinear Response and Mechanical Properties of Structures |
310-311 |
| Hou, Chenwe |
Investigation on the Shear Behavior of Reinforced Concrete Haunched Beams |
380-381 |
| Hu, Sicong |
Seismic Analysis for a Novel Super High-pier and Multi-span Cable-Stayed Bridge in China |
352-353 |
| Hussain, Naeem |
Temburong Bridge Brunei- Aesthetic Design to Principles of MIB |
96-97 |
| Imperadori, Marco |
Architecture for Archeology - identifying new modular and flexible types of shelter adaptable to the diverse needs of archaeological sites |
122-123 |
| Inoue, Manabu |
Izmit Bay Suspension Bridge – Settlement of Tower foundation: Monitoring and Consideration |
148-149 |
| Ishihara, Daisaku |
Design of Takimi Footbridge locating the world heritage Shiraito Falls |
92-93 |
| Ishikawa, Yuji |
Application of Beam-Column Joints Using Hinge Relocation Technique |
250-251 |
| Ito, Mai |
Design Procedure for Stiffening Panels of Slitted Steel Shear Wall |
458-459 |
| Itoh, Yoshito |
Investigation for crack on base-isolated rubber bearing subjected to environmental degradation factors and external loads |
410-411 |
| James, Stephen |
Kaponjärbron Göteborg - The Future of Footbridges in Göteborg |
342-343 |
| JI, Xiaodong |
Cyclic Behavior of Replaceable Steel Coupling Beams |
478-479 |
| Kader, Mohammad Abdul |
Strength of Bearing-type Multi-row Bolted Connections of FRP Composite Members with Varying Cover Plate Stiffness |
292-293 |
| Kadota, Takanori |
Structural vibration characteristics of a pedestrian bridge by the 3D acceleration sensing of smart sensors and detailed 3D-FEM model |
308-309 |
| Kaminaga, Yuki |
Design and Construction of Butterfly Web Bridge -Akutagawa Bridge- |
272-273 |
| Kamura, Takehiro |
Structural Design of Steel Structure Made by Balanced Frames and of Transparency-conscious Pedestrian Bridge |
116-117 |
| Kanda, Jun |
Regulations and Responsibilities for a Mature Society |
50-51 |
| Kaneko, Masahiro |
Performance evaluation of the steel-concrete composite slab for the taxiway bridge that carries heavy aircraft |
228-229 |
| Kanishchev, Ruslan |
Effects of Stability on the Resistance of Composite Concrete-Filled Rectangular Steel Pipes According to World Standards |
318-319 |
| Kanno, Ryoichi |
Advances in Steel Materials and Steel Structures in Japan |
16-17 |
| Kan’o, Masashi |
Izmit Bay Suspension Bridge - Geometry Control during Tower Erection |
144-145 |
| Karasaki, Hidenori |
Structural Design of a High-rise Building above a Motorway |
120-121 |
| Kasuga, Akio |
Structural Sustainability leading to Structural Elegance |
12-13 |
| Katayama, Shinichiro |
Seismic isolated building covered with designed RC structural frame |
174-175 |
| Kato, Masaki |
Experimental Study on Low Cycle Fatigue and Hysteresis of Shear Panels with Low Yield Strength Steel under Dynamic Loading |
468-469 |
| Katsuchi, Hiroshi |
Feasibility Study on Aerodynamically Stable Suspension Bridge with Simplified Girder Structures |
152-153 |
| Kawaguchi, Mamoru |
On Sophistication of Structural Expression in Japanese Architecture |
38-39 |
| Kawamura, Hiroshi |
Design and Construction of Ginza Kabukiza |
172-173 |
| Kawasaki, Megumi |
Structural design approach for slender buildings |
190-191 |
| Kawase, Hiroshi |
Responses of a High-Rise Building during the 2011 Tohoku Earthquake and Simulation Analysis for Future Mega-Thrust Earthquakes |
54-55 |
| Kennedy Yu, Kirk |
Multi-Hazard Risk and Asset Value Assessment of Heritage Buildings (Case Study in Iloilo City, Philippines) |
212-213 |
| Kim, Chul-Woo |
An Artificially-damaged Real Steel Truss Bridge and Jts Numerical Modelling for Vibration-based Damage Detection |
436-437 |
| Kim, Jinwoo |
Shear-type damper using a low-yield-strength circular hollow section |
472-473 |
| Kim, Woo-jong |
5 Bridges |
18-19 |
| Kimura, Kei |
Fire Resistance Performance of Super High Tensile Strength Bolts |
282-283 |
| Kimura, Seiya |
Ultra High-rise Building with High Seismic Performance and Dampers Concentrated on Specific Stories |
502-503 |
| Kinoshita, Koji |
Local Strain Estimation of Under-Matched Welded Joints made of 800MPa Class Steel |
262-263 |
| Kinoshita, Tomohiro |
Stability Condition of Pin-Ended Buckling-Restrained Brace |
462-463 |
| Kishi, Ryouichi |
IZMIT Bay Suspension Bridge, Erection of Cable |
146-147 |
| Kishimoto, Takahiro |
New Conceptual Design For A Temporary Bridge With A Transformable Structural Form |
354-355 |
| Kitaoka, Satoshi |
Application of 1000N Class Ultra-high Strength Steel to the Building |
348-349 |
| Kosaka, Takashi |
Development of a Highway Bridge Deck Using Ultra-High Performance Fiber- Reinforced Concrete |
326-327 |
| Kostura, Zachary |
Analysis, Design and Documentation of a Form-Found Civic Sculpture for Lower Manhattan |
102-103 |
| Kurata, Masahiro |
Seismic Retrofit of Steel Frames with Minimal-Disturbance |
398-399 |
| Kuratomi, Yo |
Elastic-plastic Behavior of Steel and Concrete Composite Columns Using Cruciform Steel |
384-385 |
| Kushima, Soichiro |
Infra-void-structure integrates design, function and environment at ABENO HARUKAS, the tallest building in Japan |
176-177 |
| Kuwahara, Susumu |
Evaluation of rust friction surface of bolted joint by a colorimeter |
422-423 |
| Kæsesler, Ulrik R. |
Botanical Garden Hothouse in Aarhus |
108-109 |
| Labonnote, Nathalie |
Trondheim HolzBau Pier - The Elegance of Efficiency |
166-167 |
| Lee, Joyce |
The Design of 1 William Street, Brisbane, Australia |
182-183 |
| Li, Ming |
Composite Stiffness of Asphalt and Deck and Its Influence on RD Joint |
284-285 |
| Li, Wencong |
Nonlinear Response of a RC Frame Retrofitted by External Confinement and Steel Cross Braces with Super High Tension Bolts |
286-287 |
| Lin, Weiwei |
Corrosion Damage Assessment for Simply Supported Steel-Concrete Composite Bridges |
430-431 |
| Liu, Jianfeng |
Modal Parameter Statistical Tdentification Based on Tmproved Random Decrement Technique and Wavelet Transform |
296-297 |
| Liu, Zhongxiang |
Field Examination and Fatigue Analysis on Longitudinal Steel Diaphragms in Box-girder of Cable-stayed Bridges |
52-53 |
| Liwen, Deng |
Conceptual Design and Technical Response to a Tea-leaf Shaped Pylon of the 2nd Daxing Cable Stayed Bridge in Ya'an |
364-365 |
| Maegawa, Toshio |
Local Damage Control of Unconstrained Gusset Connections for Buckling Restrained Braces in RC Frames |
474-475 |
| Maida, Yusuke |
Numerical Assessment of Seismic Performance of Super High-rise RC Buildings with Buckling Restrained Braces |
244-245 |
| Manum, Bendik |
The strength of weakness; the architectural potential of non-hierarchical load bearing |
74-75 |
| Martens, Kenny |
Numerical investigation of reinforced laminated glass beams |
136-137 |
| Martini, Kirk |
Utilitarian to Aesthetic: The Evolution of Base Isolation |
58-59 |
| Matsuda, Kazuhiro |
Dynamic Responses of High-Rise Base-Isolated Building during the 2011 Great East Japan Earthquake |
408-409 |
| Matsui, Ryota |
Seismic Effect Of Members Fracture On Truss Tower |
396-397 |
| Midorikawa, Mitsumasa |
Static Loading Tests of Column Mid-height Uplift Mechanism with Steel Dampers |
466-467 |
| Mikami, Tomohiro |
Shape optimization of latticed blocks for seismic retrofit of building frames |
246-247 |
| Minesawa, George V. |
Trigger Analysis for Wireless Bridge Earthquake Monitoring System |
448-449 |
| Miyashita, Takeshi |
CFRP Repair Method for Corroded Steel Girder Ends |
338-339 |
| Miyoshi, Takao |
Ultimate strength of stainless steel columns with welded box section |
336-337 |
| Mori, Kenichiro |
Designs of Bridges in the Hirose-gawa Area Determined by Competition |
98-99 |
| Moriyama, Akira |
Tatara Bridge Design as a Spectacular Landscape Element |
90-91 |
| Moriyasu, Shunsuke |
Reinforcement Mechanism of a Gravity-type Breakwater with Steel Walls |
446-447 |
| Mukaide, Seiji |
Numerical Analysis Of Collapse Behavior For Steel Moment Frames |
494-495 |
| Mukherjee, Debabrata |
Modification of Footbridge F03B under London Olympic Park Development Scheme |
88-89 |
| Nagai, Takuo |
Aged Changes of Vibration Characteristics and Mechanical Properties of Actual Bamboo Building |
370-371 |
| Nagayama, Tomonori |
Vibration measurement with routing-free multihop wireless sensor networks and its application to a long-span bridge |
424-425 |
| Nakagawa, Kei |
TMCP-type 590N/mm² Grade Steel for Seismic-resistant Buildings |
340-341 |
| Nakajima, Ryuichiro |
A Study on Correction Method of Exposure Time in Exposure Examination of Weathering Steel |
254-255 |
| Nakato, Seiji |
Experimental Study of Fluctuating Lift Force and Correlation Length for Rectangular Cylinder |
490-491 |
| Nakazawa, Takeshi |
Development of Floor Vibration Analysis System using aFinite Element Analysis called "Yurayzer3" |
298-299 |
| Nehring, Gordon |
Studies on special supporting methods for cold bent glass structures |
140-141 |
| Neumer, Daniel |
Influence of Edge Design and Location of Load Introduction on the Loadbearing Capacity of Glass |
130-131 |
| Neve, Oliver |
Combining timber and concrete for a sustainable future |
404-405 |
| Nguyen, Xuan Tung |
Corrosion evaluation of gusset plate connection removed from steel truss bridge |
230-231 |
| Nii, Akiyoshi |
Planning and design of Otagawa Ohashi Bridge in Hiroshima |
162-163 |
| Nijsse, Rob |
The bearable lightness of all glass structures. |
128-129 |
| Ninomiya, Yuuji |
À proposal of Cable-stayed Bridge Composed of Steel Girder and Concrete Girder for Progress in Aerodynamic Stability and Seismic Performance |
484-485 |
| Nishio, Mayuko |
Uncertainty Quantification and Calibration of Dynamic Models of Existing Bridges Considering Difference of Modeling Strategy |
236-237 |
| Nordenson, Guy |
Design of Unique Structural Systems for the Corning Museum of Glass Expansion |
194-195 |
| Ohmura, Saki |
Seismic Performance Evaluation on Historical Timber Frame Structures with Large Hanging Walls |
218-219 |
| Ohno, Masahito |
Structural Design of Suita Stadium |
106-107 |
| Okamoto, Yutaka |
Static and seismic analysis of multi-span cable-stayed bridges with steel and CFT towers |
358-359 |
| Okuda, Hirofuml |
Control Performance of Clear Damping Wall with Glass and Viscoelastic Material applied to Steel Frame Structure |
456-457 |
| Okumura, Takafumi |
Development of Accurate Small Vibrator and Wireless Accelerometers |
306-307 |
| Okuno, Takafumi |
Corrosion deterioration characteristics of Sn-bearing steel and its applicability on steel bridges |
344-345 |
| Olenski, Wojciech |
Aesthetic Design of Tall Structures in Historical Cityscape |
44-45 |
| Omori, Takayuki |
The design technique of Chikugo River Bridge which will linger on The JSCE Civil Engineering Heritage site |
160-161 |
| Omura, Masahiro |
Planning and Design of Mishima Suspension bridge |
150-151 |
| Ongpeng, Jason Maximino C. |
Non-Linear Ultrasonic Test for Fiber-Reinforced Concrete using 3rd Harmonic Generation |
426-427 |
| Ootake, Katsuhrio |
The Long Span Structure Using a Skelsion Structure (Haneda Airport International Terminal Station) |
374-375 |
| Osborne, Tom |
Bridges in Motion |
356-357 |
| Otani, Takahiro |
Preliminary Experiments of a Structural Health Monitoring Method with an Accurately Controlled Small Vibrator and Wireless Sensor Networks |
304-305 |
| Ousalem, Hassane |
Seismic Performance of Assembled Precast High-Strength Concrete Beams |
280-281 |
| Petrangeli, Marco |
Phoenix taking off at Comacchio |
156-157 |
| Petrangeli, Marco |
Stay simple, stay nice at Ostellato |
154-155 |
| Prang, Thomas |
New load monitoring method for pretensioned Structures |
300-301 |
| Qiang, Shizhong |
Ultra-long Span Bridge System using CFRP Cables |
360-361 |
| Qu, Zhe |
Friction Damper in Steel Coupling Beams for Enhanced Seismic Resilience of High-rise Buildings |
376-377 |
| Radic, Jure |
New Zagreb Airport terminal - form giving structure |
104-105 |
| Roche, Stéphane |
Rotational Stiffness at Ridges of Timber Folded-plate Structures |
314-315 |
| Romo, Jose |
Conceptual Design and Aesthetic of Bridges |
48-49 |
| Rønnquist, Anders |
The functionality of form: exploring traditional shell structures to supplement modern engineering design |
26-27 |
| Sadamoto, Miwa |
130m-high Office Building with Transpiration Louvers and Variable Seismic-Isolation System |
112-113 |
| Sadeghi, Masoud |
Bending Properties of Connections in Cross Laminated Timber |
366-367 |
| Saitoh, Masao |
How to Build Rationally and Beautifully - System and Detail of Hybrid Spatial Structures |
14-15 |
| Saleh, Bashir |
Moment-Rotation Characteristic of Joints of Steel-Concrete Composite Frame under Exceptional Events |
504-505 |
| Schlaich, Mike |
Elegant Structures |
2-3 |
| Schnellenbach-Held, Martina |
Bionic Structures for Innovative Concrete Slabs |
64-65 |
| Schuetze, Elisabeth |
Static and Dynamic Fatigue Strength of Textile Reinforced Concrete |
332-333 |
| Shimaguchi, Yoshiyuki |
Seismic performance evaluation of circular steel bridge piers which have damage and concrete filled repair |
412-413 |
| Shingu, Kiyoshi |
Study on Damping Evaluation of Shell and Spatial Structures |
248-249 |
| Shinohara, Masatoshi |
Development of Wooden Damping Wall with Oil Damper |
460-461 |
| Shioi, Yukitake |
Design Review of Trans-Tokyo Bay Highway |
86-87 |
| Siebert, Barbara |
All glass balustrades made of glass |
138-139 |
| Siebert, Barbara |
Elegant and safe structures made of glass |
32-33 |
| Singh, Ravi |
Development of RC column and Steel Hybrid beam system (FRASH method) |
382-383 |
| Siringoringo, Dionysius M. |
Analysis of Tower-Girder Transfer Pounding on the Yokohama-Bay Cable- Stayed Bridge during 2011 Great East Japan Earthquake |
506-507 |
| Smith, Stuart |
Design of Reforma 509 with High Strength Niobium Steel |
34-35 |
| Smits, Joris |
A Bio-based fibre-reinforced plastic pedestrian bridge for Schiphol |
124-125 |
| Stitic, Andrea |
Timber Folded Plate Structures - Folded Form Analysis |
76-77 |
| Su, Qingtian |
Flexural Behaviour of Orthotropic Composite Bridge Deck |
362-363 |
| Sun, Limin |
Challenges of Long-span Bridge Construction and Maintenance in China |
10-11 |
| Suwanpanjasil, Sirapong |
Shear Performance of Concrete Beams Internally Reinforced with PBO Mesh |
324-325 |
| Suza, Dominik |
Stress redistribution in bridges built using the balanced lift method |
126-127 |
| Suzuki, Isamu |
Preservation and Restoration of Tokyo Station Marunouchi Building |
204-205 |
| Suzuki, Keoto |
Elucidation of Torsional Interaction Using Eigenvalue Calculation to Propose the Seismic Design Method for Two-Story Timber Houses with 3D-Eccentricity |
316-317 |
| Tagawa, Hiroyuki |
Structural Analysis of Deployable Structure with Scissor-like-element in Architectural Design Class |
186-187 |
| Tahara, Kenichi |
Shaking Table Test on Seismic Performance of Ceiling without Braces and Artificial Spacing to Surrounding Object |
498-499 |
| Takahashi, Hirokazu |
Devised to efficiently implement a variety of space Tianjin library |
184-185 |
| Takai, Toshikazu |
Fundamental Study on Effect of Fabrication Tolerance on Slip Strength of High Strength Bolted Friction Type Joint with Thick Plates |
294-295 |
| Takeda, Tomoaki |
Seismic Performance Evaluation of a Curved Rigid-frame Bridge Using Three- dimensional Dynamic Analysis |
238-239 |
| Takeuchi, Toru |
Structural Design with Seismic Energy-Dissipation Concept |
22-23 |
| Takeya, Kouichi |
Development of Tuned Dual-Mass Electric Power Generator for Energy Harvesting of Bridge Vibration |
432-433 |
| Takino, Atsuo |
Evaluation of Seismic Performance of Traditional Wooden Structure based on 3D FEM Analysis |
216-217 |
| Tamura, Yukio |
Toward elegant building shapes and their aerodynamic performance |
170-171 |
| Tanahashi, Hideaki |
Three Effects of Mechanisms in Traditional Timber Structures |
198-199 |
| Tanaka, Eiji |
Outline of 3Q Series and lntroduction of Projects Using 3Q Series |
470-471 |
| Tatsuno, Satoshi |
Ultra High-rise Building Adopting Various Structural Technologies |
180-181 |
| Terao, Nao |
Crack Propagation Behaviour of Structural Steel in Extremely Low Cycle Fatigue Region |
418-419 |
| Tokarev, Julia |
Seismic analysis and design of viscously coupled walls or trusses with discrete locations for viscous dampers |
454-455 |
| Toki, Hirokazu |
Design and Construction of Bamboo Spatial Structure Using Bended Bamboo Arch and Handmade Joint |
368-369 |
| Tominaga, Tomonori |
An Experimental Study on the Fatigue Performance of Truss Pipe K-joints Using Cover Plate |
258-259 |
| Tomioka, Sawako |
Design of Arch and Transfer of Technology in Kintaikyo-Bridge |
56-57 |
| Toral, Kenneth |
Structural Retrofitting of Buildings: Turnbuckle Exterior Post Tensioning |
400-401 |
| Tortorella, Joseph F. |
Elegance in Structure: From idea to inception, how does the process influence this Elegance? |
8-9 |
| Totsuka, Marina |
Torsional Resistance of Slab-Column Connections of Flat Plate under Seismic Force |
290-291 |
| Truong-Hong, Linh |
A Semi-Automatic Member Detection for Metal Bridges |
214-215 |
| Uchibori, Hiroyuki |
Design and Construction for Durability and Maintainability of Reinforced Concrete Arch Bridge with Curved Girder |
164-165 |
| Uno, Kanami |
Bond Behavior of RC Beam with Cut-off Bars |
276-277 |
| Ussher, Ebenezer |
Predicting Vibration Behaviour of Cross Laminated Timber Floors |
252-253 |
| Van Bogaert, Philippe |
Framed or triangular brace arrangements in tubular arches |
62-63 |
| Vertatova, Eva |
The Forms of the Reinforced Concrete Catholic Churches in the Czech Republic |
82-83 |
| Wang, Bo-Shiuan |
Evaluation of the Stress Distributions on Gusset Plate Connections in Historic Steel Truss Bridges |
224-225 |
| Wang, Junhua |
Mechanical Properties and Evaluation of Concrete Beams Made of a Large Amount of Fine Fly Ash |
328-329 |
| Watanabe, Koichi |
Vibration Control with Nonlinear Rotating Inertial Mass Device |
452-453 |
| Wei, He |
Brief Research on Arch Hinge of Leaning Concrete Filled Steel Tube Arch by Contact Problem under Local Stress |
260-261 |
| Weill, Jean-Marc |
The Fiber Concrete Prestressed Ring of the Memorial |
390-391 |
| Weller, Bernhard |
An Innovative Concept for Pre-stressed Glass Beams |
132-133 |
| Weller, Bernhard |
World Heritage – Glass Façades and Climate Change |
222-223 |
| Wu, Shoujun |
A distributed parameter model of frame pin-supported wall structure |
240-241 |
| Xu, Chen |
Mechanical Effect of Steel Fiber Reinforced Concrete on Stud Shear Connector in Composite Bridge |
334-335 |
| Yaguchi, Tomoki |
Development of Large Tuned Mass Damper with Stroke Control System for Seismic Upgrading of Existing High-rise Building |
464-465 |
| Yamamoto, Akihisa |
Realization of a space for prayer with 3D free-form surface roof in harmony with the surrounding environment |
110-111 |
| Yamazaki, Yoshihiro |
Simplified Modeling Method of Hybrid Structure of RC and Wood |
242-243 |
| Yanagihara, Masahiro |
Izmit Bay Suspension Bridge - Overview of the Project |
142-143 |
| Yanagihara, Masano |
Slender Precast Concrete Column with Steel Plates using façade of the Building |
192-193 |
| Yokota, Shogo |
The construction of the girder just above the existing Shinkansen viaduct in urban area |
158-159 |
| Yoshihara, Tadashi |
Frame design to support the transparent facade of JP Tower |
178-179 |
| Yoshikawa, Masaru |
CFD Wind-resistant Design of Tall Building in Actual Urban Area Using Unstructured-grid LES |
486-487 |
| Zeng, Yihua |
Compressive Membrane Action in FRP-strengthened Concrete Beams |
278-279 |
| Zhang, Qiwei |
Corrosion Detection for Steel Wires in Bridge Cables Using Magnetic Method |
440-441 |
| Zhang, Yauyou |
Study on Integral Composite Bridge considering Pile-Soil Effect and |
388-389 |
| Zhao, Xin |
Optimal Design of Belt Trusses for Super Tall Buildings under Multiple Constraints |
66-67 |
| Zhao, Xin |
Optimal Design of Outrigger Systems for Super Tall Buildings |
378-379 |
