Faculty Profiles - MORI, Masafumi

Papers - MORI, Masafumi

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Vibration Characteristics of Steel-Framed House Based on Long-Term Seismic Observation Records and Microtremor Measurement Reviewed

MORI Masafumi, TOHNAI Shigeaki, KOBASHI Tomoki, KAWAI Yoshimichi, KANAMORI Asami and TOBITA Jun

Journal of JAEE Vol. 24 ( 1 ) page： p. 1_1 - p. 1_17 2024.2

DYNAMIC RESPONSE ANALYSIS OF THE PILE SUPPORTED MIDDLE-RISE GOVERNMNET OFFICE BUILDG UNDER NANKAI TROUGH EARTHQUAKE AND ITS APPLICATIONS FOR DISASTER MITIGATION ACTIVITIES Reviewed

Masafumi MORI, Jun TOBITA and Nobuo FUKUWA

Journal of Structural Engineering Vol. 67B page： 605 - 614 2021.3

2次元S波速度構造推定における地震波干渉法の常時微動記録への適用性 Invited Reviewed

高橋広人，平井敬，護雅史

日本建築学会構造系論文集 ( 798 ) page： 690 - 700 2022.8

IN-PLANE DYNAMIC BEHAVIOR OF TWO ADJACENT BUILDINGS HAVING DIFFERENT EMBEDMENT DEPTHS DEPENDING ON FOUNDATION TYPES Reviewed

Oguz Can OGUT, Masafumi MORI and Nobuo FUKUWA

J. Struct. Constr. Eng. , AIJ Vol. 82 ( 734 ) page：未定 2017.4

Language：English Publishing type：Research paper (scientific journal)

A parametric study is applied to determine the dynamic cross interaction (DCI) of two closely spaced adjacent buildings focusing on the mean power of superstructures. Analyses are done for mat and pile foundations taking place on elastic half-space and layered elastic soil considering different embedment depths. Adjacent buildings are analyzed by the substructure method consisted of the thin layer method and finite element method in 3 dimensions. Consequently, 3 main factors are found to determine the DCI effect. First one is mass ratio of adjacent buildings that has detrimental consequences on the lighter adjacent building. Second one is rocking restriction that is beneficial effect especially on mat foundation and tall buildings. Third one is horizontal vibration power transfer between foundations having different embedment that induce due to the different horizontal movement of adjacent foundations at the same frequencies. This detrimental effect is observed on identical tall adjacent buildings placed on mat foundation. However, this effect cannot be observed on pile foundation. Moreover, more detailed parametric analyses are applied for mat foundation placed on half-space soil for height and mass of buildings and properties of soil.

Effect of Rocking Foundation Input Motion on the Nonlinear Response Characteristics of Superstructure Reviewed

Oguz Can OGUT, Masafumi MORI and Nobuo FUKUWA

the 16th World Conference of Earthquake Engineering 2017.1

Seismic response of a continuous foundation structure supported on partially improved foundation soil Reviewed

F. Zhou, H. Liu, M. Mori, N. Fukuwa and H. Zhu

Soil Dynamics and Earthquake Engineering Vol. 90 page： 101-108 2016.12

Language：English Publishing type：Research paper (scientific journal)

The response of a continuous foundation structure supported on partially improved foundation soil was
recorded during an earthquake. The measured results show that partially improved foundation soil can
induce torsional response of the foundation due to the irregular soil-foundation system. A numerical
model considering soil-structure interaction was then established, and the numerical results were
compared with the observation data. Using the validated numerical model a parametric study was
carried out to investigate the torsional response of a continuous foundation structure with irregular soil
foundation system. It can be concluded from the study that eccentricities in the soil foundation system
would result in a torsional response. Particularly with different lengths of soil-cement piles in the partially
improved foundation soil, the generated torsional response can not be ignored during the seismic
excitation.

平常時と災害時の両面における地域情報収集モバイルアプリケーションの活用 Reviewed

倉田和己、護雅史、福和伸夫

地域安全学会梗概集 ( 38 ) page： 25-28 2016.6

EFFECT OF ROCKING FOUNDATION INPUT MOTION ON THE INELASTIC BEHAVIOR OF STRUCTURES Reviewed

Oguz Can OGUT, Masafumi MORI and Nobuo FUKUWA

J. Struct. Constr. Eng. , AIJ Vol. 81 ( 721 ) page： 447-457 2016.3

Language：English Publishing type：Research paper (scientific journal)

A parametric study is applied to determine the effects of rocking foundation input motion (RFIM) on the nonlinear behavior of SDOF elasto-plastic structure considering soil-structure interaction (SSI). A new lumped parameter model considering SSI is constructed based on the results of the thin layer method (TLM) for different embedment ratios of foundations taking place on homogeneous elastic half-space. After that the soil-structure model is analyzed under some earthquake records. Consequently, it is claimed that by increasing ductility factor values, the effect of RFIM becomes more important especially for high-rise buildings having deep embedment ratios. The reason of this phenomena is considered that equivalent elastic stiffness of superstructure becomes softer for increasing values of ductility capacity, therefore the additional force coming from the rocking input motion becomes more important than inertial interaction for the response of the superstructure.

名古屋市域のPS検層データに基づく地盤の平均S波速度の推定精度に関する考察　 Reviewed

高橋広人、護雅史、福和伸夫

日本建築学会技術報告集 ( 47 ) page： 375-3890 2015.2

マグニチュード9クラスのプレート境界地震による強震動と津波の予測のための統一断層モデルの設定方法 Reviewed

壇一男、石井やよい、宮腰淳一、高橋広人、護雅史、福和伸夫

第14 回日本地震工学シンポジウム page： 2821-2830 2014.12

強震観測記録に基づく濃尾平野における地盤震動特性の変動域 Reviewed

都築和敏、平井敬、護雅史、福和伸夫

第14 回日本地震工学シンポジウム page： 3121-3130 2014.12

地盤と建物の動的相互作用効果と建物被害

護　雅史

建築雑誌 Vol. 129 ( 1663 ) page： 19 2014.10

高密度常時微動計測に基づく軟弱地盤に立地する杭基礎中層RC造建物の振動特性と動的相互作用効果 Reviewed

山下善也、護雅史、福和伸夫、飛田潤、井上波彦

日本建築学会技術報告集 ( 46 ) page： 895-900 2014.10

微動記録・地震記録に基づく基礎入力動の推定 Reviewed

天埜貴仁、護雅史、福和伸夫、飛田潤

日本建築学会技術報告集 ( 46 ) page： 885-890 2014.10

継続的な地震観測及び微動計測に基づく高層免震建物の建設時における振動特性の変化　 Reviewed

天埜貴仁、高橋武宏、福和伸夫、護雅史、飛田潤

日本建築学会構造系論文集 ( 700 ) page： 721-728 2014.6

Simplified Evaluation Methods for Impedance and Foundation Input Motion of Embedded Foundation

M. Mori, N. Fukuwa, J. Tobita and T. Suzuki

Proceedings of 15th World Conference of Earthquake Engineering page： 2097 2012.9

A New Uplift Foundation Analysis Model to Simulate Dynamic Nonlinear Soil-Structure-Interaction

F. Zhou, M.Mori and N.Fukuwa

Proceedings of 15th World Conference of Earthquake Engineering page： 2191 2012.9

Synthesis of Earthquake Sound Using Seismic Motion Record and its Application to Audiovisual Earthquake Experience System

T. Hirai, K. Kurata, N.Fukuwa and M. Mori

Proceedings of 15th World Conference of Earthquake Engineering page： 0380 2012.9

Source modeling of hypothetical Tokai-Tonankai-Nankai, Japan, earthquake and strong ground motion simulation using the empirical Green's functions

Y. Ishii, K. Dan, H. Takahashi, J. Miyakoshi, M. Mori and N. Fukuwa

Proceedings of 15th World Conference of Earthquake Engineering page： 978 2012.9

地震観測記録に基づく建物ー地盤間の相対変位と地震時側面土圧の関係 Reviewed

周方圓、護雅史、福和伸夫、飛田潤

日本建築学会構造系論文集 Vol. 77 ( 675 ) page： 685-693 2012.5

井口道雄氏の討論に対する回答 Reviewed

鈴木承慈，福和伸夫，護　雅史

日本建築学会構造系論文集 Vol. 76 ( 610 ) page： 2195-2196 2011.12

青少年を対象とした耐震まちづくり啓発のための枠組みづくり Reviewed

護　雅史、川端寛文、松田曜子、福和伸夫

減災 page： 45-51 2011.7

耐震診断結果に基づく公営集合住宅建物の地震被害率の予測に関する研究 Reviewed

白瀬陽一,榊原啓太,福和伸夫,護雅史

日本建築学会構造系論文集 Vol. 76 ( 664 ) page： 1087-1094 2011.6

改良地盤上に立地した免震建物の地震時応答性状に関する考察 Reviewed

周方圓、護雅史、福和伸夫

日本建築学会技術報告集 Vol. 17 ( 36 ) page： 473-478 2011.6

埋込み基礎の基礎入力動簡易評価法 Reviewed

鈴木承慈、福和伸夫、護雅史

日本建築学会構造系論文集 ( 661 ) page： 535-541 2011.3

国内免震建物のデータベース構築と現状分析 Reviewed

田中佑治、福和伸夫、飛田潤、護雅史

日本建築学会技術報告集 Vol. 17 ( 35 ) page： 79-84 2011.2

ESTIMATION OF DAMAGED BUILDING RESPONSE BASED ON STRONG MOTION RECORDS DURING THE 2007 NIIGATA-KEN CHUETU-OKI EARTHQUAKE Reviewed

Transaction of AIJ ( 651 ) page： 933-942 2010.5

Language：Japanese Publishing type：Research paper (scientific journal)

To make sure the relationship between strong ground motions and building damages, dynamic earthquake response analyses of a building, which had a slight damage during the 2007 Niigata-ken Chuetsu-oki earthquake, are performed. Earthquake records at ground surface have been observed by the K-NET system near the building. Also the building responses were observed during after-shock. The analysis model of the building is estimated based on results of a push-over analysis. Sway and rocking impedances are also installed in this model. The predominant frequency of the building in elastic condition is corresponding to that in after-shock observation. It is demonstrated that the response of the building, which is calculated considering the nonlinear characteristics of soil and building during the main-shock, is larger than the estimated response based on the damage situation of the building.

TORSINAL INPUT MOTION DUE TO FOUNDATION'S SHAPE AND COMPOSIT FOUNDATION Reviewed

Transaction of AIJ ( 649 ) page： 531-538 2010.3

Language：Japanese Publishing type：Research paper (scientific journal)

In this paper, analytical examinations have been carried out in order to understand the torsional input motion induced by foundation's shape and the use of composite foundation. Analytical models are divided into five general categories; L-shape foundation or triangle-shape foundation supported by identical piles, square shape foundation supported by different diameter piles or supported by different length piles, and square foundation with partially embedment. It is clarified that the difference of pile section and partial embedment influences a lot on torsional input motion while the effect of foundation's shape and difference of pile length is not so much.

INTEGRATED ENVIRONMENT TO EXPERIENCE REALISTIC EARTHQUAKE SHAKING FOR PROMOTION OF DISASTER MITIGATION ACTIVITY Reviewed

AIJ J. Technol. Des. Vol. 15 ( 30 ) page： 605-610 2009.6

Authorship：Lead author Language：Japanese Publishing type：Research paper (scientific journal)

Two dimensional shaking table (cage) with 3m x 1m strokes is developed, which is available for a person to get on and to experience realistic earthquake shaking and building response. Indoor and outdoor shaking scene is projected in front of the cage and is synchronized with the movement of the shaking table. Input waves are simulated earthquake ground motions and building responses which are easily selected on the WebGIS maps considering the users' own houses. Small-sized shaking table is also developed for shaking experiment of indoor model with furniture falling down, and observed responses and video images are available in the large shaking table experience. Such a series of devices and systems provides realistic shaking experience and is effective for promotion of disaster mitigation activities.

A Study on Application of Place-Name for Improving Explanation of Seismic HazardProposal and applicability of the new place-name classification table based on the origin of geophysical features Reviewed

Transaction of AIJ ( 636 ) page： 409-416 2009.2

Language：Japanese Publishing type：Research paper (scientific journal)

This paper proposes a new place-name classification table considering geographical features and soil characteristics, which
interpretation of seismic hazard maps. This table is classified into two soil groups (stiff soil and soft soil) based on the origin
Chinese characters. We select bus-stop name from many kinds of place-name. This reason is the following two points. Distribution
density of bus-stop is almost evenly in the city, bus-stop name mostly remain past place-name. The validity of the new place-classification table and bus-stop name is clarified through case studies on the three major metropolitan areas of Japan.

Influence of Seismometer Foundation, Adjacent Building and Surface Ground Condition on Strong Motion Records

M.Mori, N.Fukuwa and J.Tobita

Proceedings of 14th World Conference of Earthquake Engineering page： 02-0052 2008.10

Authorship：Lead author Language：English

To confirm whether a seismometer placed on a special foundation can accurately record strong ground motion at the surface level, we perform analytical and experimental studies into the influence of seismometer foundations, and on the presence of an adjacent building, on the ground motion recorded by seismometers. For our experiments, we utilize an earthquake observation record produced by a multi-channel array observation system installed in a building. It is determined that the seismometer foundations examined in this study can record horizontal and vertical responses at the free ground surface with good accuracy to about 10 Hz, and that the presence of an adjacent building influenced recording to greater or lesser amounts depending on the distance from the building to the observation site, with influence decreasing as distance from the building increases.

多点多成分振動観測記録の効果的な分析を支援する動画アプリケーションの開発 Reviewed

廣野衣美・牧原慎一郎・福和伸夫・飛田潤・護雅史・小島宏章

日本建築学会技術報告集 ( 28 ) page： 423-428 2008.10

WebGIS Simulator for Promotion of Seismic Retrofitting and Community Disaster Mitigation Activities

Tobita, Jun; Fukuwa, Nobuo; Mori, Masafumi; Sakaue, Hiroyuki; Takahashi, Hirohito; Hanai, Tsutomu

Proceedings of 14th World Conference of Earthquake Engineering page： 09-01-0023 2008.10

Strong Ground Motion Prediction by Using New Analysis Method Named `Pseudo Empirical Green's Function Procedure'

H.Takahashi, N.Fukuwa, H.Senga, K.Hayashi, M.Mori, J.Tobita

Proceedings of 14th World Conference of Earthquake Engineering page： 03-03-0031 2008.10

Developement of Vibration Experiment Education Material for Structural and Soil Dynamics

N.Fukuwa, J.Tobita, M.Mori, E.Koide, T.Hanai

Proceedings of 14th World Conference of Earthquake Engineering page： 12-03-0109 2008.10

杭配置に偏心を有する杭支持構造物の地震時ねじれ挙動に関する研究 Reviewed

木村　匠，真野英之，社本康広，中井正一，松井和幸，護　雅史

日本建築学会構造系論文報告集 ( 626 ) page： 543-549 2008.4

*根入れを有する直接基礎における側面と底面の動的相互作用特性とそれらの重合による地盤ばねの実用的評価法の検討 Reviewed

護　雅史，福和伸夫，酒井理恵子，文　学章

日本建築学会構造系論文報告集 ( 626 ) page： 535-542 2008.4

Authorship：Lead author Language：Japanese Publishing type：Research paper (scientific journal)

本論では、動的相互作用の基本物理量の観点から、根入れ基礎を底面・側面の各要素に分解し、条件を整理して各要素の特性を詳細に分析する。さらに、分解したインピーダンスを再び重ね合せることで、埋込みSRモデルや限耐法における地盤ばね評価方法の物理的意味や妥当性について検討するとともに、新たな評価方法について検討している。学内共同研究者：福和伸夫教授、飛田潤准教授,小島宏章助教

杭基礎構造物の耐震性に及ぼす基礎梁の剛性の影響 Reviewed

木村　匠，社本康広，松井和幸，真野英之，護　雅史，中井正一

日本建築学会構造系論文報告集 ( 618 ) page： 41-48 2007.8

大規模群杭の非線形地震応答解析におけるフレームモデルに用いる相互作用ばねの評価方法に関する研究

護雅史・福和伸夫

日本建築学会大会学術講演梗概集 page： 115-116 2007.8

*EVALUATION OF A LARGE SCALE PILE GROUP FOR A NONLINEAR EARTHQUAKE RESPONSE ANALYSIS OF PILE-SUPPORTED BUILDINGS BY USING FRAME MODELS

Masafumi MORI, Nobuo FUKUWA and Xuezhang WEN

The 4th U.S.-Japan Workshop On Soil-Structure-InteractionTsukuba, Japan, March 28-30, 2007 page： B-1(15) 2007.3

Authorship：Lead author Language：English

In Japan, it is necessary to confirm earthquake-proof safety of existing buildings immediately for a coming big earthquake in the near future. Most of important buildings and facilities, for example thermal power plants and high-rise buildings, which are located on claimed ground such as water front, have pile supported foundations. To evaluate the earthquake resistance performance of these pile-supported buildings, a dynamic earthquake response analysis or a static increment analysis is often conducted by using a frame model. The frame model is usually composed with the beam elements as piles and soil spring elements as soil surrounding piles. In this paper, we propose the evaluation method of these soil springs for nonlinear earthquake response analysis of the structures supported by a large number of piles. And the applicability and the problems of proposed method are examined by applying it to an assumed pile foundation. Concretely, the impedance matrix of pile group is translated to the tridiagonal matrix which consists of axis springs and shear springs calculated by assuming uniform displacement distribution and movement displacement distribution of soil surrounding piles. As a result, we can estimate soil springs considering the difference of pile position. But, there is also a possibility of becoming overestimate or underestimate depending on pile position. Further examination is necessary in the future.

加振方向を考慮した群杭効率の推定式の提案

護　雅史、森川和彦

第4回日本地震工学研究発表・討論会梗概集 page： 416 2005.1

簡便法による地盤ばね定数の質点－ばね系モデルへの適用性に関する検討 Reviewed

護雅史

第1１回日本地震工学ジンポジウム page： 241 2002.11

質点－ばね系モデルによる地盤－杭－建物連成系の地震応答解析に地盤ばねの非線形パラメータが与える影響

護雅史、長谷川正幸

日本建築学会大会学術講演梗概集 page： 299-300 2002.9

Seismic performance of pile-supported buildings with different types of pile cap condition Reviewed

Masafumi MORI, Hasayuki HASEGAWA

Transaction of AIJ ( 554 ) page： 87-94 2002.4

Relationship between bending strength and maximum ductility factor of cast-in-place reinforced concrete pile Reviewed

Masafumi MORI, Hasayuki HASEGAWA

Journal of Structural Engineering ( 48B ) page： 327-333 2002.3

杭頭接合条件の異なる杭基礎建物の地震時挙動に関する解析的研究－その1　ＲＣ杭の場合－

護雅史、長谷川正幸

日本建築学会大会学術講演梗概集 page： 921-922 2001.9

Simulation analyses of a pile supported RC-building damaged due to the 1995 Hyogoken-nanbu Eearthquake Reviewed

Hasayuki HASEGAWA, Masafumi MORI, Masaki FUCHUIMOTO, Yoshiharu ASAKA

Transaction of AIJ ( 543 ) page： 87-95 2001.5

Relation between bending strength and maximum ductility factor of pile Reviewed

Masafumui MORI, Masayuki HASEGAWA

Journal of Structural engineering ( 47B ) page： 443-449 2001.3

Simulation analyses of a pile supported steel-fream-building damaged due to the 1995 Hyogoken-nanbu Eearthquake Reviewed

Hasayuki HASEGAWA, Masafumi MORI, Masaki FUCHUIMOTO, Yoshiharu ASAKA

Journal of Structural Engineering ( 47B ) page： 451-458 2001.3

1995年兵庫県南部地震におけるRC造杭支持建物の被災シミュレーション　（その1）Penzien型モデルによる地盤－杭－建物系の非線形地震応答解析

護雅史、長谷川正幸、淵本正樹、浅香美治

日本建築学会大会学術講演梗概集 page： 389-390 2000.9

1995年兵庫県南部地震におけるRC造杭支持建物の被災シミュレーション　（その1）Penzien型モデルによる地盤－杭－建物系の非線形地震応答解析

護雅史、長谷川正幸、淵本正樹、浅香美治

日本建築学会大会学術講演梗概集 page： 389-390 2000.9

1995年兵庫県南部地震におけるRC造杭支持建物の被災シミュレーション　（その2）杭基礎のプッシュオーバー解析

長谷川正幸、護雅史、淵本正樹、浅香美治

日本建築学会大会学術講演梗概集 page： 391-392 2000.9

Siesmic Response Analysis of Pile-Supported Buildings Considering Material Nonlinearity and Pile-Soil Separation Reviewed

Masafumi MORI, Masayuki HASEGAWA

12th World Conference on Earthquake Engineering page： Paper No.1774 2000.1

ペンツェンモデルにおける地盤ばねの剥離を考慮した復元力モデルの検討

護　雅史、長谷川正幸、土方勝一郎

日本建築学会大会学術講演梗概集 page： 389-390 1999.9

A study on the stiffness distribution of Adaptive Metamorphosis Building Reviewed

Masafumui MORI, Yasuhiro HAYASHI

Journal of Structural Engineering ( 45B ) page： 265-274 1999.3

SIMULATION ANALYSIS OF BUILDINGS DAMAGED IN THE 1995 KOBE, JAPAN,EARTHQUAKE CONSIDERING SOIL-STRUCTURE INTERATION Reviewed

Yasuhiro HAYASHI, Kazuo TAMURA, Masfumi MORI, Ikuo TAKAHASHI

EARTHQUAKE ENGINEERING AND STRUCTURAL DYNAMICS ( 28 ) page： 371-391 1999

杭と地盤の非線形性を考慮した杭支持建物の地震応答解析

護　雅史、長谷川正幸

日本建築学会大会学術講演梗概集 page： 377-378 1998.9

Nonlinear analysis method for earthquake response of pile-supported buildings Reviewed

Masafumui MORI, Masayuki HASEGAWA

Proceedings of 10th Japan Earthquake Engineering Symposium page： 1711-1716 1998

Vertical dynamic characteristics of a high-rise steel building Reviewed

Masafumui MORI, Hiroshi KAMBARA

AIJ Journal of Technology and Design ( 5 ) page： 52-56 1997.12

構造物の地震時挙動の推定法に関する研究ー実構造物への適用性の検討ー

護雅史、神原浩

日本建築学会大会学術講演梗概集 page： 719-720 1997.9

遺伝的アルゴリズムを用いた建物振動特性の同定と建物応答の推定～実構造物への適用～ Reviewed

護　雅史、神原　浩

計算工学講演会論文集 page： 665-668 1997.5

地盤の非線形化に伴う地盤ー建物連成系の基本周期・減衰定数の変化に関する一考察

護　雅史、林　康裕

日本建築学会大会学術講演梗概集 page： 395-396 1996.9

A study on the evaluation of the input motion and seismic response of buildings - An evaluation method based on indetification for dynamic characteristics of buildings - Reviewed

Masafumui MORI, Yasuhiro HAYASHI

Journal of Structural Engineering ( 42B ) page： 309-320 1996.3

An Emergent Preliminary design of vibration control buildings based on a genetic algorithm and tree-based model Reviewed

Yasuhiro HAYASHI, Masafumui MORI

Transaction of AIJ ( 480 ) page： 47-56 1996.2

構造物の動的パラメータ同定へのGAの適用～構造物の地震時挙動と入力動の推定にむけて～

護　雅史、林　康裕

第4回システム最適化に関するシンポジウム講演論文集 page： 179-184 1995.12

1995年兵庫県南部地震におけるSRC造被災建物の動特性（その2：被災建物の振動性状に関する検討）

護　雅史、林　康裕、渡辺宏一、渡辺孝英

日本建築学会大会学術講演梗概集 page： 73-74 1995.8

制振構造物のGAによる多目的最適化

護　雅史、林　康裕

日本建築学会大会学術講演梗概集 page： 853-854 1994.9

遺伝的アルゴリズムを用いた制振構造物の適正設計

林　康裕、護　雅史

第43回応用力学連合講演会論文集 page： 555-558 1994.1

遺伝的アルゴリズムによる構造物の動特性適正化

林　康裕、護　雅史

第6回計算力学講演会論文集 page： 385-386 1993.11

形態変化を考慮した構造物の最適化に関する考察ー最適補強に関する考察ー

護　雅史、林　康裕

日本建築学会大会学術講演梗概集 page： 1437-1438 1993.9

大規模な増築を考慮した構造物の最適補強に関する研究

護　雅史、林　康裕

構造工学における数値解析法シンポジウム論文集 Vol. 17 page： 415-420 1993.7

A study on the shape optimization of an adaptive metamorphosing building - For the realization of a long-life building - Reviewed

Masafumui MORI, Yasuhiro HAYASHI

Transaction of AIJ ( 448 ) page： 163-172 1993.6

STRUCTURAL SHAPE OPTIMIZATION CONSIDERING METAMORPHOSING OF BUILDINGS Reviewed

Masafumi MORI, Yasuhiro HAYASHI

THIRD INTERNATIONAL CONFERENCE ON ADAPTIVE STRUCTURES page： 56-69 1992.11

形態変化を考慮した構造物の最適化に関する考察ー適応型成長構造物の実現に向けてー

護　雅史、林　康裕

日本建築学会大会学術講演梗概集 page： 1579-1580 1992.8

適応型成長構造物の提案と形態決定問題

林　康裕、護　雅史、高橋郁夫

環境システム研究 Vol. 20 page： 304-309 1992.8

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