Search for PARI Report/Technical Note
Mechanism of Damage to Port Facilities during 1995 Hyogo-ken Nanbu Earthquake (part 3) Analysis of Earthquake Damage of Caisson Type Quaywalls in Kobe Port
Port and Airport Research Institute 0813-03
September, 1995
Earthquake Disaster Prevention Laboratory
Tatsuo UWABE,Takemitsu TAKANO,Yasuo MATSUNAGA
This report describes the analysis of the earthquake damage of caisson type quaywalls in Kobe Port. The main characteristics of d...
Mechanism of Damage to Port Facilities during 1995 Hyogo-ken Nanbu Earthquake (Part 2) Damages - Cargo Handling Facilities -
Port and Airport Research Institute 0813-02
September, 1995
Machinery Systems Laboratory
Takeyuki FUJIMOTO
Nearly 100% of the cargo handling function in Kobe Port was damaged by Hyougo-Ken Nanbu Earthquake. The damage of grain and coal u...
Experimental Study on Impact Force by Small Ship Collision to Fender System of Bridges
Port and Airport Research Institute 0808
June, 1995
Offshore Structures Laboratory
Ryoji NAITOH,Satoru SHIRAISHI
In this report, experimental results by the hydraulic model test for ship's impact force to fender systems which protect ...
On Characteristics of Turbulent Wind Behind Wind Barrier
Port and Airport Research Institute 0807
June, 1995
Hydrodynamics Laboratory
Hiroichi TSURUYA,Takayuki NOMURA,Masaharu KUDO
Wind speed and turbulence structures behind wind barrier are investigated experimentally. Three kinds of structures are tested, v...
An analysis on cargo flow between a port and its hinterland at major ports in three major bay regions
Port and Airport Research Institute 0806
June, 1995
Hideo OKANO,Hidefumi IKEDA,Ryuishi MORISHITA,Masatoshi TAKESHITA
Cargo flow between a port and its hinterland is analyzed at major ports in three major bay regions, Tokyo, Ise and ,Osaka,bay, in...
Virtual Reality System of Tunami Numerical Simulation by Computer Graphics
Port and Airport Research Institute 0805
June, 1995
Koji SAKAI,Hironao TAKAHASHI,Tetuya HIRAISHI
The output data from the numerical hydric simulation has been expressed by the flow velocity vector or the water level contour li...
Utilization of Recycled Aggregates and Lime Stabilized Materials for Airport Pavements
Port and Airport Research Institute 0804
June, 1995
Runways Laboratory
Yoshitaka HACHIYA,Takashi KUDO,Masaki SHIOMI,Ichiro MANNAMI
Due to lack of good quality materials, unsuitable materials for granular base course or subbase must be utilized in some way. In ...
Influence of foundation shape on bearing capacity of shallow foundation
Port and Airport Research Institute 0803
June, 1995
Masaki KITAZUME,Tomohiro IKEDA
Centrifugal and laboratory model tests were performed for shallow foundation on sandy ground and clay ground. In the tests, modeli...
Characteristics of the Hokkaido-East-Off-Earthquake Tsunami
Port and Airport Research Institute 0802
June, 1995
Toshihiko NAGAI,Noriaki HASHIMOTO,Tetsuya HIRAISHI,Katsuyoshi SHIMIZU
The Hokkaido-East-Off-Earthquake occured at 22:23 on October 4th in 1994. Tsunami caused by the earthquake attacked all coast lin...
Automatic Design System for a Steel Sheet Pile Cellular Cofferdam and Its Evaluation
Port and Airport Research Institute 0801
March, 1995
Design and Construction Technology Laboratory
Yoshiyuki SEKINE,Akira ITOH,Hiroshi YOKOTA
A new design scheme has recently been introduced to a sheet pile cellular cofferdam, which takes the effect of the embedded part ...
Comparison of Crack Predicting Methods and Case Studies on Crack Control and Repair Methods of Concrete Port Structures
Port and Airport Research Institute 0800
March, 1995
Takashi NAGAO,Kiyoshi TERAUCHI,Osamu KIYOMIYA
Thermal cracks in concrete causes serious damage for the structures in view of water tightness and durability, because they often...
Development of Observation System of Motions for Working Craft and its Field Test
Port and Airport Research Institute 0799
March, 1995
Offshore Structures Laboratory
Satoru SHIRAISHI,Haruo YONEYAMA,Shigeru UEDA,Takeshi TANIGUCHI,Kimiaki ITO,Yasuke KOSAI
In the marine construction work, many working crafts are used under severe wave conditions. As for working crafts, motions influe...
Mechanical Properties of New Types of Rubber Gasket and Finite Element Analysis
Port and Airport Research Institute 0798
March, 1995
Structual Mechanics Laboratory
Osamu KIYOMIYA,Gengo TANABE
Rubber gaskets are instaled at flexible joint parts of an immersed tunnel. Rubber gaskets are subjected to large compressive forc...
INPROVEMENT OF SURFACE TREATMENT PROCEDURE OF CONCRETE PAVEMENTS FOR BONDED CONCRETE OVERLAY
Port and Airport Research Institute 0797
March, 1995
Runways Laboratory
Yoshitaka HACHIYA,Shuichi UMENO
Pavement surfaces must be kept within the specifications even if pavements deteriorate. Typical rehabilitation method to keep thi...
Annual Report on Nationwide Ocean Wave information network for Ports and HArbourS(NOWPHAS 1993)
Port and Airport Research Institute 0796
March, 1995
Maritime Obsevation Laboratory
Toshihiko NAGAI,Kazuteru SUGAHARA,Katsuyoshi SHIMIZU,Noriaki HASHIMOTO
Since 1970, the Port and Harbour Research Institute (PHRI) has been cooperating with the Bureau of Ports and Harbours, Ministry o...
Wave Pressure Test on Slit Member of Breakwater in Directional Sea
Port and Airport Research Institute 0795
March, 1995
Yasumasa SUZUKI,Hideyoshi FUJISAKU,Hiroyasu KAWAI,Tetsuya HIRAISHI
A tsunami breakwater is constructed at the mouth of Kamaishi bay, the Iwate prefecture in the northern part of Japan. The maximum...